Stress-strain behavior of sand at high strain rates
A review of the response of sand under high strain rate (HSR) loading is presented. The response observed in HSR uniaxial compression tests, split-hopkinson pressure bar (SHPB) tests, and triaxial tests is investigated. Previous monotonic HSR tests have been reviewed, summarized, and combined in ord...
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Published in | International journal of impact engineering Vol. 49; pp. 192 - 213 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
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Elsevier Ltd
01.11.2012
Elsevier |
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Abstract | A review of the response of sand under high strain rate (HSR) loading is presented. The response observed in HSR uniaxial compression tests, split-hopkinson pressure bar (SHPB) tests, and triaxial tests is investigated. Previous monotonic HSR tests have been reviewed, summarized, and combined in order to illustrate the effects of HSR loading on the confined modulus, stress-strain response, and shear strength of sand. The effects of strain rate, initial void ratio, confining pressure, saturation, shape and size of grains, as well as grain mineralogy on the response of sand to HSR loading are also discussed. Issues related to inertial effects that may affect HSR response are explored. A brief summary of the response of sand to shock loading is also presented. The review provides a comprehensive understanding of the important aspects of HSR response of sand, in support of the growing interest in the behavior of sand subject to rapid loading conditions.
► High strain rate (HSR) behavior of sand is explored. ► Available HSR triaxial, split-hopkinson, uniaxial and shock test data is reviewed. ► Effect of HSR loading on stress-strain behavior and modulus is summarized. ► Trends of high strain rate behavior are identified. |
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AbstractList | A review of the response of sand under high strain rate (HSR) loading is presented. The response observed in HSR uniaxial compression tests, split-hopkinson pressure bar (SHPB) tests, and triaxial tests is investigated. Previous monotonic HSR tests have been reviewed, summarized, and combined in order to illustrate the effects of HSR loading on the confined modulus, stress-strain response, and shear strength of sand. The effects of strain rate, initial void ratio, confining pressure, saturation, shape and size of grains, as well as grain mineralogy on the response of sand to HSR loading are also discussed. Issues related to inertial effects that may affect HSR response are explored. A brief summary of the response of sand to shock loading is also presented. The review provides a comprehensive understanding of the important aspects of HSR response of sand, in support of the growing interest in the behavior of sand subject to rapid loading conditions. A review of the response of sand under high strain rate (HSR) loading is presented. The response observed in HSR uniaxial compression tests, split-hopkinson pressure bar (SHPB) tests, and triaxial tests is investigated. Previous monotonic HSR tests have been reviewed, summarized, and combined in order to illustrate the effects of HSR loading on the confined modulus, stress-strain response, and shear strength of sand. The effects of strain rate, initial void ratio, confining pressure, saturation, shape and size of grains, as well as grain mineralogy on the response of sand to HSR loading are also discussed. Issues related to inertial effects that may affect HSR response are explored. A brief summary of the response of sand to shock loading is also presented. The review provides a comprehensive understanding of the important aspects of HSR response of sand, in support of the growing interest in the behavior of sand subject to rapid loading conditions. ► High strain rate (HSR) behavior of sand is explored. ► Available HSR triaxial, split-hopkinson, uniaxial and shock test data is reviewed. ► Effect of HSR loading on stress-strain behavior and modulus is summarized. ► Trends of high strain rate behavior are identified. |
Author | Bless, Stephan Omidvar, Mehdi Iskander, Magued |
Author_xml | – sequence: 1 givenname: Mehdi surname: Omidvar fullname: Omidvar, Mehdi organization: Civil Engineering Department, Polytechnic Institute of New York University, Six Metrotech Center, Brooklyn, NY 11201, USA – sequence: 2 givenname: Magued surname: Iskander fullname: Iskander, Magued email: Iskander@poly.edu organization: Civil Engineering Department, Polytechnic Institute of New York University, Six Metrotech Center, Brooklyn, NY 11201, USA – sequence: 3 givenname: Stephan surname: Bless fullname: Bless, Stephan organization: Institute of Advanced Technology, University of Texas at Austin, USA |
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Cites_doi | 10.1061/JSFEAQ.0001048 10.1061/JSFEAQ.0000752 10.1520/GTJ102745 10.1520/GTJ11356J 10.1061/(ASCE)0733-9410(1985)111:10(1177) 10.1016/S0020-7683(02)00526-7 10.1061/(ASCE)0733-9410(1989)115:6(769) 10.1061/(ASCE)0733-9410(1993)119:1(1) 10.1007/BF02428192 10.1016/j.soildyn.2007.05.001 10.1139/T09-116 10.1061/40797(172)2 10.1680/geot.1999.49.5.567 10.3208/sandf.41.69 10.1016/S0734-743X(01)00132-4 10.1023/B:JAMT.0000030338.66701.e9 10.1520/GTJ10659J 10.1139/t07-010 10.1007/s11340-011-9475-2 10.1007/s11440-007-0041-0 10.1680/geot.9.P.090 10.1061/JSFEAQ.0000872 10.1061/(ASCE)0733-9410(1996)122:2(147) 10.1098/rsta.1914.0010 10.1061/JSFEAQ.0000644 10.1088/0370-1301/62/11/302 10.1016/j.ijimpeng.2007.07.004 10.1680/geot.1996.46.3.529 10.1061/(ASCE)0733-9399(1991)117:5(1119) 10.1016/S0267-7261(03)00076-9 10.1016/j.ijimpeng.2010.10.028 10.3208/sandf1972.34.4_51 10.1061/JSFEAQ.0000476 10.1016/j.mechmat.2009.01.003 10.1063/1.1658439 10.1063/1.1640460 10.1061/JSFEAQ.0000411 10.1680/geot.2002.52.2.131 10.1016/j.ijsolstr.2004.06.001 10.1063/1.2999391 10.1016/S0022-5096(96)00058-0 10.1680/geot.1986.36.1.65 10.1007/978-1-4614-0216-9_12 10.1098/rspa.1962.0193 10.1061/(ASCE)GT.1943-5606.0000542 10.1061/(ASCE)0733-9410(1996)122:4(309) 10.1061/(ASCE)GT.1943-5606.0000335 10.1007/s10035-009-0128-4 10.1680/geot.1998.48.4.449 10.1061/JSFEAQ.0000958 10.1016/j.ijimpeng.2009.07.009 10.1016/j.ijimpeng.2011.08.002 10.1061/(ASCE)1532-3641(2004)4:3(157) 10.1061/JSFEAQ.0001134 10.1680/geot.1998.48.5.667 10.1061/(ASCE)0733-9410(1990)116:1(119) 10.1680/geot.1963.13.1.39 10.1016/j.ijimpeng.2004.03.005 10.1061/JSFEAQ.0000848 10.1029/JB080i029p04062 10.1063/1.1663050 10.1139/t67-012 10.1680/geot.1962.12.4.319 10.1016/0022-4898(70)90049-2 10.1061/(ASCE)0733-9410(1991)117:4(658) 10.1520/GTJ10545J 10.3208/sandf.39.1 10.1061/(ASCE)1532-3641(2004)4:3(137) 10.1680/geot.2002.52.7.481 10.1007/BF02411056 10.1016/j.mechmat.2009.01.014 10.1520/GTJ11051J 10.1061/(ASCE)0733-9410(1996)122:10(806) 10.1002/nag.895 10.1520/GTJ11098J 10.1139/T09-117 10.1007/BF02465305 10.1098/rstl.1870.0015 10.1520/GTJ10051J 10.1520/GTJ10658J 10.1061/AJGEB6.0001014 10.1002/nag.325 10.1520/GTJ10172J 10.1680/geot.2003.53.7.619 |
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Keywords | Dynamic response Impact Uniaxial compression Split hopkinson pressure bar Dynamic triaxial test Sand Triaxial test Test bar Shock wave Dynamic test High speed Strain rate Grain size Vibration Prestress Stress strain relation Saturation Shear strength Void fraction Compression test Pressurizing Hopkinson bar Initial rate Porosity Residual stress Impact test Strength Structural analysis |
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References | Felice CW. The response of soils to impulse loads using the split-hopkinson pressure bar technique, PhD thesis, University of Utah; 1985. Barker, Hollenbach (bib157) 1970; 41 Gaffney, Brown (bib165) 1984 Kjaernsli, Sande (bib32) 1963; 1 Taylor, Fragaszy, Ho (bib14) 1991; 117 Muir Wood, Maeda (bib59) 2008; 3 Horn, Deere (bib33) 1962; 12 Bragov, Kotov, Lomunov, Sergeichev (bib91) 2004; 45 Nakata, Hyodo, Hyde, Kato, Murata (bib55) 2001; 41 Martin BE. Moisture effects on the high strain rate behavior of sand. M.Sc. thesis University of Florida, 2007. Taylor, Whitman (bib174) 1954 Bragov, Lomunov, Sergeichev, Tsembelis, Proud (bib92) 2008; 35 Laine L and Sandvik A. Derivation of mechanical properties for sand. Proceedings of the 4th Asia-Pacific Conference on Shock and Impact Loads on Structures, CI-Primer, PTE LTD, Singapore, 2001, pp. 361–368. Lade, Yamamuro, Bopp (bib104) 1996; 122 Lagunov, Stepanov (bib151) 1963; 4 Arlery, Gardou, Felureau, Mariotti (bib149) 2010; 37 Liu, Iskander (bib143) 2010; 47 Farr (bib181) 1990; 116 Cogar, Robinson, Proud, Gross (bib154) 2004 Carroll (bib178) 1988; 11 Schofield, Wroth (bib35) 1968 Ross, Nash, Friesenhahn (bib167) 1986 Lee, Seed (bib45) 1967; 93 Brown, Vogler, Chhabildaz, Reinhart, Thornhill (bib18) 2007 Whitman, Miller, Moore (bib26) 1964; 90 Lee KL, Seed, HB and Dunlop P. Effect of Transient Loading on the Strength of Sand. Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, vol. 1, Mexico City, Mexico, 1969. pp. 239–247. Martin, Chen, Song, Akers (bib106) 2009; 41 Whitman (bib21) 1970 Dwivedi, Teeter, Felice, Gupta (bib126) 2008; 104 McDowell, Bolton (bib58) 1998; 48 Sadrekarimi A. Development of a new ring shear apparatus for investigating the critical state of sands. PhD dissertation, University of Illinois; Il, 2009. Hendron, Davisson, Parola (bib180) 1969 Stoll, Ebeido (bib64) 1965; 91 Kabir ME and Chen W. Sand particle breakage under high-pressure and high-rate loading. Dynamic Behavior of Materials, Volume 1, Conference Proceedings of the Society for Experimental Mechanics Series 99, 2011, pp. 93–94. Jackson, Ehrgott, Rohani (bib72) 1980 Yamamuro, Bopp, Lade (bib27) 1996; 122 Abrantes AE and Yamamuro JA. Effect of strain rate in cohesionless soil. Proceedings of 15th ASCE Engineering Mechanics Conference, June 2-5, 2002, Columbia Univesity, New York, NY, 8 p. 2002b. Billam (bib53) 1972 Dianov, Zlatin, Mochalov, Pugachev, Rosomakho (bib153) 1976; 2 Lee, Seed (bib44) 1966 Lu H, Luo H and Komaduri R. Dynamic compressive response of sand under confinements. Proceedings of the SEM Annual Conference, June 1–4, Albuquerque New Mexico, USA, p. 7. 2009. Saxe, Graves, Schimming (bib176) January 1964 An J. Soil behavior under blast Loading. Ph.D. dissertation, University of Nebraska; N.E. 2010. Augustesen, Liingaard, Lade (bib19) 2004; 4 Wang, Hao, Lu (bib6) 2004; 28 Vesic, Clough (bib46) 1968; 94 Huy, van Tol, Holscher (bib114) 2006 Tsembelis K, Proud WG, Vaughan BM, Field JE. The behavior of sand under shock wave loading: experiments and simulations. 14–15 November 2002, (unpublished). Roberts JE and de Souza JM. 1958. The compressibility of sands. ASTM Proceedings No. 58. Anderson, Behner, Weiss, Chocron, Bigger (bib8) 2010 Bopp P. Effect of initial relative density on instability and behavior of granular materials at high pressure. PhD dissertation, Univerrsity of California, Los Angeles, C.A., 1994. Felice, Gupta (bib127) 2009 Lade, Yamamuro, Bopp (bib54) 1996; 122 Hardin (bib103) 1982; 111 Veyera (bib168) 1994 Martin BE, Chen W. The high-rate behavior of a fine grain sand. Proceedings of the SEM Annual Conference, June 1–4 Albuquerque, N.M., 6 p. 2009. Healy (bib124) 1963 Lee KL. Triaxial compressive strength of saturated sand under seismic loading conditions. Ph.D. dissertation, University of California; Berkeley, CA, 1965. Kanel, Razorenov, Fortov (bib147) 2004 Luo, Lu, Komanduri (bib88) 2011 Casagrande (bib34) 1936 Chapman DJ, Tsembelis T, Proud EG. (2006a). The behavior of water saturated sand under shock loading. Proceedings of the 2006 SEM Annual Conference. Barnes GW. An investigation of the effect of dynamic loads on the shear strength of soils. M.Sc. thesis, Arizona State University; Tempe, Ariz. 1965. Marachi, Chan, Seed, Duncan (bib51) 1969 Semblat, Luong, Gary (bib93) 1999; 39 Pierce SJ. High intensity compressive stress wave propagation through unsaturated sands. M.Sc. thesis, Colorado State University; Fort Collins, Co, 1989. Seed, Lundgren (bib112) 1954; 54 Colp (bib120) 1965 Bolton (bib131) 1986; 36 Rankine (bib145) 1870; 160 McDowell, Harireche (bib76) 2002; 52 Lu, Li (bib100) 2011; 38 Rowe (bib39) 1962; 269 Radhakrishnan, Rohani (bib77) 1971 Murphy DJ. High pressure experiments on soil and rock. Proc. Thirteenth Symposium on Rock Mechanics, 1971. pp. 691–714. Felice, Gaffney, Brown, Olsen (bib87) 1987; 10 McManus KJ and Davis EO. (1996). Shear strength of dense sands during rapid loading. Proceedings of 7th Australia New Zealand Conference on Geomechanics: Geomechanics in Changing World, pp. 114–117. Vesic, Barksdale (bib47) 1963 Chapman DJ, Tsembelis K, Proud WG. (2006b). The behavior of dry sand under shock compression. Proceedings of Conference on Shock Compression of Condensed Matter-2005, American Institute of physics. Jackson, Ehrgott, Rohani (bib71) 1979 Kaiser MA. Advancements in split hopkinson bar test. Virginia Polytechnic Institute; MSc thesis, 1998. Yamamuro, Lade (bib133) 1993; 16 Seaman (bib80) 1974; 45 Schindler, L. “Design and Evaluation of a device for determining the one-dimensional compression characteristics of soils subjected to impulse-type loads. PhD Thesis, University of Illinois, Urbana, Il., 1968. Song, Chen, Luk (bib86) 2009; 41 Tejchman, Wu (bib137) 2009; 11 Semblat JF, Gary G, Luong MP. Dynamic response of sand using 3-Hopkinson bar. Proceedings of IS-Tokyo-95, first International Conference on Earthquake Geotechnical Engineering, Tokyo, 14–16 November, Balkema. 1995. Rothenburg, Kruyt (bib57) 2004; 41 Holscher, van Tol (bib12) 2009 Bishop AW. Soil properties – Shear strength and consolidation. Panel Session, Proceedings of the Sixth International Conference on Soil Mechanics and Foundation Engineering. 1965. Gaffney ES, Brown JA, Felice CW. Soils as samples for the split hopkinson bar. In 2nd Symposium on the Interaction of Non-Nuclear Mutations with Structures, Panama City Beach, Fl., April 15-18, 1985. Emerson, Hendron (bib31) 1971 Terzaghi, Peck, Mesri (bib37) 1996 Sadrekarimi, Olson (bib42) 2011; 61 Sadrekarimi, Olson (bib52) 2010; 47 Farr (bib62) 1986 Abrantes, Yamamuro (bib122) 2002; 25 Boguslavskii, Drabkin, Juran, Salman (bib15) 1996; 122 Field, Walley, Proud, Goldrein, Siviour (bib16) 2004; 30 Gu, Lee (bib11) 2002; 52 Kolsky (bib79) 1949; 62 Vesic AS, Banks DC, Woodward JM. An experimental study of the dynamic bearing capacity of footings on sand. Proceedings, Sixth International Conference on Soil Mechanics and Foundation Engineering, vol. 2, pp. 209–213. 1965. Frew, Forrestal, Chen (bib85) 2005; 45 Pierce, Charlie (bib95) 1990 Akers (bib74) 1986 Meyers (bib22) 1994 Whitman RV and Luscher U. Footings for protective structures. Proceedings, SymposiuM on Protective Structures for Civilian Populations, National Academy of Sciences – National Research Council, Washington, D.C. 1965. Proud, Chapman, Williamson, Tsembelis, Addiss, Bragov (bib158) 2007 Heierli (bib66) 1962; 88 Felice, Gaffney, Brown (bib81) 1991; 117 Liingaard, Augustesen, Lade (bib20) 2004; 4 Zukas, Theodore, Swift, Greszczuk, Curran (bib148) 1982 Veyera, Charlie, Hubert (bib108) 2002; 25 Bazhenov, Bragov, Kotov, Zefirov, Kochetkov, Krylov (bib90) 2000; 41 de Beer (bib25) 1963; 13 Marsal (bib101) 1973; 93 Schimming BB, Saxe HC. Inertial effects and soil strength criteria. Symposium on Soil-Structure Interaction, Engineering Research Lab., University of Arizona, Tucson, Arizona, September, 1964, pp. 118–128. Whitman RV. The behavior of soils under transient loading. Proceedings, 4th International Conference on Soil Mechanics and Foundation Engineering, vol. 1, p. 207. 1957. Addiss, Collins, Bobaru, Promratana, Proud (bib160) 2009 Seaman (bib65) 1966 Hardin (bib130) 1989; 115 Frew, Forrestal, Chen (bib84) 2002; 42 Whitman (bib73) 1963 Charlie, Ross, Pierce (bib107) 1990; 13 Saxe, Graves, Stevason, Schimming, Drnevich, Kretschmer (bib175) October 1963 Kerley (bib5) March 2001 Carroll (bib179) 1988 Isenberg (bib1) 1972 Yamamuro, Abrantes, Lade (bib138) 2011; 137 Kabir, Song, Martin, Chen (bib98) 2010 Vogler, Alexander, Thornhill, Reinhart (bib161) 2011 Schimming, Haas, Saxe (bib177) 1966; 92 Yamamuro JA, Abrantes AE. Behavior of medium sand under very high strain rates. Geomechanics; Testing, Modeling, and Simulation: Proceedings of the First Japan-US Workshop on Testing, Modeling and Simulation, June 27-29, 2003, ASCE Geotechnical Special Publication, No. 143, pp. 61–70. 2003. Fletcher EB, Poorooshasb HB. Response of a clay sample to low magnitude loads applied at high rate. Proceedings of the International Symposium on Wave Propagation and Dynamic Properties of Earth Materials, University of New Mexico Press, N.M., August 1968, pp. 781–786. Chen, Song (bib17) 2011 Whitman, Healy (bib113) 1962 Hendron AJ. The behavior of sand in one-dimensional compression. Ph.D. dissertation, University of Illinois; Urbana, Illinois, 1963. Wang, Lu (bib2) 2003; 23 Lemiale, Muhlhaus, Meriaux, Moresi, Hodkinson (bib136) 2011; 35 Li, Meng (bib60) 2003; 40 Savvateev, Budin, Kolikov, Rutberg (bib111) 2001; 26 Iskander (bib142) 2010 Theisen JG, Boyd WC, Crenshaw BM, Haisler JB. Analysis and modeling of soils Subjected to dynamic loading by aircraft Landing Gear. Proceedings of the International Symposium on wave propagation and dynamic properties of Earth materials, University of New Mexico, Albuquerque, New Mexico, August 23-25, 1967, pp. 335–348. Hopkinson (bib78) 1914; 213 Zhang (bib4) 1994; 34 Sparrow, Tory (bib67) 1966; 92 Mitchell, Soga (bib40) 2005 Windisch, Yong (bib10) 1970; 7 Desrues, Chambon, Mokni, Mazerolle (bib140) 1996; 46 Addiss, Collins, Bodaru, Promratana, Prou Whitman (10.1016/j.ijimpeng.2012.03.004_bib26) 1964; 90 Farr (10.1016/j.ijimpeng.2012.03.004_bib181) 1990; 116 Casagrande (10.1016/j.ijimpeng.2012.03.004_bib173) 1949 10.1016/j.ijimpeng.2012.03.004_bib23 10.1016/j.ijimpeng.2012.03.004_bib24 Addiss (10.1016/j.ijimpeng.2012.03.004_bib128) 2009 Marachi (10.1016/j.ijimpeng.2012.03.004_bib51) 1969 Yamamuro (10.1016/j.ijimpeng.2012.03.004_bib27) 1996; 122 10.1016/j.ijimpeng.2012.03.004_bib28 Muir Wood (10.1016/j.ijimpeng.2012.03.004_bib59) 2008; 3 Tejchman (10.1016/j.ijimpeng.2012.03.004_bib137) 2009; 11 McDowell (10.1016/j.ijimpeng.2012.03.004_bib56) 1996; 44 Nakata (10.1016/j.ijimpeng.2012.03.004_bib55) 2001; 41 Emerson (10.1016/j.ijimpeng.2012.03.004_bib31) 1971 Lee (10.1016/j.ijimpeng.2012.03.004_bib45) 1967; 93 Saxe (10.1016/j.ijimpeng.2012.03.004_bib176) 1964 Yamamuro (10.1016/j.ijimpeng.2012.03.004_bib138) 2011; 137 Iskander (10.1016/j.ijimpeng.2012.03.004_bib142) 2010 Taylor (10.1016/j.ijimpeng.2012.03.004_bib174) 1954 10.1016/j.ijimpeng.2012.03.004_bib9 Liingaard (10.1016/j.ijimpeng.2012.03.004_bib20) 2004; 4 Radhakrishnan (10.1016/j.ijimpeng.2012.03.004_bib77) 1971 Schimming (10.1016/j.ijimpeng.2012.03.004_bib116) 1965 Seaman (10.1016/j.ijimpeng.2012.03.004_bib80) 1974; 45 Felice (10.1016/j.ijimpeng.2012.03.004_bib81) 1991; 117 Bragov (10.1016/j.ijimpeng.2012.03.004_bib92) 2008; 35 Charlie (10.1016/j.ijimpeng.2012.03.004_bib107) 1990; 13 Song (10.1016/j.ijimpeng.2012.03.004_bib86) 2009; 41 10.1016/j.ijimpeng.2012.03.004_bib30 Bolton (10.1016/j.ijimpeng.2012.03.004_bib131) 1986; 36 Pierce (10.1016/j.ijimpeng.2012.03.004_bib95) 1990 10.1016/j.ijimpeng.2012.03.004_bib38 10.1016/j.ijimpeng.2012.03.004_bib171 10.1016/j.ijimpeng.2012.03.004_bib170 Felice (10.1016/j.ijimpeng.2012.03.004_bib87) 1987; 10 Grujicic (10.1016/j.ijimpeng.2012.03.004_bib7) 2008; 28 Heierli (10.1016/j.ijimpeng.2012.03.004_bib66) 1962; 88 Carroll (10.1016/j.ijimpeng.2012.03.004_bib178) 1988; 11 Luo (10.1016/j.ijimpeng.2012.03.004_bib88) 2011 Schofield (10.1016/j.ijimpeng.2012.03.004_bib35) 1968 Farr (10.1016/j.ijimpeng.2012.03.004_bib70) 1988; 11 de Beer (10.1016/j.ijimpeng.2012.03.004_bib25) 1963; 13 Vesic (10.1016/j.ijimpeng.2012.03.004_bib46) 1968; 94 Colp (10.1016/j.ijimpeng.2012.03.004_bib120) 1965 Whitman (10.1016/j.ijimpeng.2012.03.004_bib21) 1970 10.1016/j.ijimpeng.2012.03.004_bib125 10.1016/j.ijimpeng.2012.03.004_bib123 10.1016/j.ijimpeng.2012.03.004_bib121 Dianov (10.1016/j.ijimpeng.2012.03.004_bib153) 1976; 2 10.1016/j.ijimpeng.2012.03.004_bib43 Alshibli (10.1016/j.ijimpeng.2012.03.004_bib139) 2000; 23 10.1016/j.ijimpeng.2012.03.004_bib48 Lade (10.1016/j.ijimpeng.2012.03.004_bib104) 1996; 122 Kerley (10.1016/j.ijimpeng.2012.03.004_bib5) 2001 Li (10.1016/j.ijimpeng.2012.03.004_bib60) 2003; 40 Whitman (10.1016/j.ijimpeng.2012.03.004_bib73) 1963 Lemiale (10.1016/j.ijimpeng.2012.03.004_bib136) 2011; 35 Felice (10.1016/j.ijimpeng.2012.03.004_bib127) 2009 Sadrekarimi (10.1016/j.ijimpeng.2012.03.004_bib42) 2011; 61 Guo (10.1016/j.ijimpeng.2012.03.004_bib41) 2007; 44 Addiss (10.1016/j.ijimpeng.2012.03.004_bib160) 2009 10.1016/j.ijimpeng.2012.03.004_bib119 Dwivedi (10.1016/j.ijimpeng.2012.03.004_bib126) 2008; 104 10.1016/j.ijimpeng.2012.03.004_bib117 10.1016/j.ijimpeng.2012.03.004_bib3 10.1016/j.ijimpeng.2012.03.004_bib118 Kolsky (10.1016/j.ijimpeng.2012.03.004_bib79) 1949; 62 10.1016/j.ijimpeng.2012.03.004_bib115 10.1016/j.ijimpeng.2012.03.004_bib50 Liu (10.1016/j.ijimpeng.2012.03.004_bib143) 2010; 47 Lee (10.1016/j.ijimpeng.2012.03.004_bib44) 1966 10.1016/j.ijimpeng.2012.03.004_bib110 Bragov (10.1016/j.ijimpeng.2012.03.004_bib91) 2004; 45 Stoffler (10.1016/j.ijimpeng.2012.03.004_bib13) 1975; 80 Ross (10.1016/j.ijimpeng.2012.03.004_bib167) 1986 Casagrande (10.1016/j.ijimpeng.2012.03.004_bib172) 1948 Saxe (10.1016/j.ijimpeng.2012.03.004_bib175) 1963 McDowell (10.1016/j.ijimpeng.2012.03.004_bib58) 1998; 48 McDowell (10.1016/j.ijimpeng.2012.03.004_bib76) 2002; 52 Sparrow (10.1016/j.ijimpeng.2012.03.004_bib67) 1966; 92 Whitman (10.1016/j.ijimpeng.2012.03.004_bib113) 1962 Iskander (10.1016/j.ijimpeng.2012.03.004_bib144) 2010; 33 Meyers (10.1016/j.ijimpeng.2012.03.004_bib22) 1994 Farr (10.1016/j.ijimpeng.2012.03.004_bib62) 1986 Jackson (10.1016/j.ijimpeng.2012.03.004_bib71) 1979 Hagerty (10.1016/j.ijimpeng.2012.03.004_bib29) 1993; 119 Lade (10.1016/j.ijimpeng.2012.03.004_bib54) 1996; 122 10.1016/j.ijimpeng.2012.03.004_bib61 Casagrande (10.1016/j.ijimpeng.2012.03.004_bib34) 1936 10.1016/j.ijimpeng.2012.03.004_bib68 Healy (10.1016/j.ijimpeng.2012.03.004_bib124) 1963 10.1016/j.ijimpeng.2012.03.004_bib69 Kanel (10.1016/j.ijimpeng.2012.03.004_bib147) 2004 (10.1016/j.ijimpeng.2012.03.004_bib152) 1977 Augustesen (10.1016/j.ijimpeng.2012.03.004_bib19) 2004; 4 Billam (10.1016/j.ijimpeng.2012.03.004_bib53) 1972 Anderson (10.1016/j.ijimpeng.2012.03.004_bib8) 2010 Rowe (10.1016/j.ijimpeng.2012.03.004_bib39) 1962; 269 Lu (10.1016/j.ijimpeng.2012.03.004_bib100) 2011; 38 Cogar (10.1016/j.ijimpeng.2012.03.004_bib154) 2004 Zaccor (10.1016/j.ijimpeng.2012.03.004_bib63) 1963 Nakata (10.1016/j.ijimpeng.2012.03.004_bib105) 1999; 49 Rankine (10.1016/j.ijimpeng.2012.03.004_bib145) 1870; 160 Schimming (10.1016/j.ijimpeng.2012.03.004_bib177) 1966; 92 Brown (10.1016/j.ijimpeng.2012.03.004_bib18) 2007 10.1016/j.ijimpeng.2012.03.004_bib135 10.1016/j.ijimpeng.2012.03.004_bib75 Frew (10.1016/j.ijimpeng.2012.03.004_bib84) 2002; 42 White (10.1016/j.ijimpeng.2012.03.004_bib141) 2003; 53 10.1016/j.ijimpeng.2012.03.004_bib134 Kjaernsli (10.1016/j.ijimpeng.2012.03.004_bib32) 1963; 1 Chen (10.1016/j.ijimpeng.2012.03.004_bib17) 2011 Hall (10.1016/j.ijimpeng.2012.03.004_bib49) 1963 Akers (10.1016/j.ijimpeng.2012.03.004_bib74) 1986 Barker (10.1016/j.ijimpeng.2012.03.004_bib157) 1970; 41 Savvateev (10.1016/j.ijimpeng.2012.03.004_bib111) 2001; 26 Rothenburg (10.1016/j.ijimpeng.2012.03.004_bib57) 2004; 41 Arlery (10.1016/j.ijimpeng.2012.03.004_bib149) 2010; 37 Jackson (10.1016/j.ijimpeng.2012.03.004_bib72) 1980 Hopkinson (10.1016/j.ijimpeng.2012.03.004_bib78) 1914; 213 Huy (10.1016/j.ijimpeng.2012.03.004_bib114) 2006 Windisch (10.1016/j.ijimpeng.2012.03.004_bib10) 1970; 7 Whitman (10.1016/j.ijimpeng.2012.03.004_bib109) 1962; 88 Desrues (10.1016/j.ijimpeng.2012.03.004_bib140) 1996; 46 Lagunov (10.1016/j.ijimpeng.2012.03.004_bib151) 1963; 4 Veyera (10.1016/j.ijimpeng.2012.03.004_bib168) 1994 Lockner (10.1016/j.ijimpeng.2012.03.004_bib163) 1995 Martin (10.1016/j.ijimpeng.2012.03.004_bib106) 2009; 41 Proud (10.1016/j.ijimpeng.2012.03.004_bib158) 2007 Seed (10.1016/j.ijimpeng.2012.03.004_bib112) 1954; 54 Kabir (10.1016/j.ijimpeng.2012.03.004_bib98) 2010 10.1016/j.ijimpeng.2012.03.004_bib82 Terzaghi (10.1016/j.ijimpeng.2012.03.004_bib37) 1996 Boguslavskii (10.1016/j.ijimpeng.2012.03.004_bib15) 1996; 122 10.1016/j.ijimpeng.2012.03.004_bib169 Zhang (10.1016/j.ijimpeng.2012.03.004_bib4) 1994; 34 10.1016/j.ijimpeng.2012.03.004_bib83 10.1016/j.ijimpeng.2012.03.004_bib166 Seaman (10.1016/j.ijimpeng.2012.03.004_bib65) 1966 10.1016/j.ijimpeng.2012.03.004_bib89 10.1016/j.ijimpeng.2012.03.004_bib164 10.1016/j.ijimpeng.2012.03.004_bib162 Isenberg (10.1016/j.ijimpeng.2012.03.004_bib1) 1972 Abrantes (10.1016/j.ijimpeng.2012.03.004_bib122) 2002; 25 Hardin (10.1016/j.ijimpeng.2012.03.004_bib130) 1989; 115 Gu (10.1016/j.ijimpeng.2012.03.004_bib11) 2002; 52 Taylor (10.1016/j.ijimpeng.2012.03.004_bib14) 1991; 117 Bazhenov (10.1016/j.ijimpeng.2012.03.004_bib90) 2000; 41 Hugoniot (10.1016/j.ijimpeng.2012.03.004_bib146) 1887; 57 Mitchell (10.1016/j.ijimpeng.2012.03.004_bib40) 2005 Wang (10.1016/j.ijimpeng.2012.03.004_bib2) 2003; 23 Sadrekarimi (10.1016/j.ijimpeng.2012.03.004_bib52) 2010; 47 Field (10.1016/j.ijimpeng.2012.03.004_bib16) 2004; 30 Horn (10.1016/j.ijimpeng.2012.03.004_bib33) 1962; 12 Collins (10.1016/j.ijimpeng.2012.03.004_bib129) 2011; 38 Lee (10.1016/j.ijimpeng.2012.03.004_bib102) 1967; 4 Zukas (10.1016/j.ijimpeng.2012.03.004_bib148) 1982 Holscher (10.1016/j.ijimpeng.2012.03.004_bib12) 2009 Goh (10.1016/j.ijimpeng.2012.03.004_bib36) 1999; 48 Hardin (10.1016/j.ijimpeng.2012.03.004_bib103) 1982; 111 Karimpour (10.1016/j.ijimpeng.2012.03.004_bib132) 2010; 136 Wang (10.1016/j.ijimpeng.2012.03.004_bib6) 2004; 28 Frew (10.1016/j.ijimpeng.2012.03.004_bib85) 2005; 45 10.1016/j.ijimpeng.2012.03.004_bib96 10.1016/j.ijimpeng.2012.03.004_bib97 10.1016/j.ijimpeng.2012.03.004_bib94 10.1016/j.ijimpeng.2012.03.004_bib155 10.1016/j.ijimpeng.2012.03.004_bib156 Gaffney (10.1016/j.ijimpeng.2012.03.004_bib165) 1984 10.1016/j.ijimpeng.2012.03.004_bib99 10.1016/j.ijimpeng.2012.03.004_bib150 Veyera (10.1016/j.ijimpeng.2012.03.004_bib108) 2002; 25 Yamamuro (10.1016/j.ijimpeng.2012.03.004_bib133) 1993; 16 Marsal (10.1016/j.ijimpeng.2012.03.004_bib101) 1973; 93 Semblat (10.1016/j.ijimpeng.2012.03.004_bib93) 1999; 39 Carroll (10.1016/j.ijimpeng.2012.03.004_bib179) 1988 Resnyansky (10.1016/j.ijimpeng.2012.03.004_bib159) 2004; 95 Hendron (10.1016/j.ijimpeng.2012.03.004_bib180) 1969 Vesic (10.1016/j.ijimpeng.2012.03.004_bib47) 1963 Vogler (10.1016/j.ijimpeng.2012.03.004_bib161) 2011 Stoll (10.1016/j.ijimpeng.2012.03.004_bib64) 1965; 91 |
References_xml | – year: 1972 ident: bib1 article-title: Nuclear geoplosics: part2, mechanical properties of earth materials – year: 1963 ident: bib63 article-title: Techniques and equipment for determining dynamic properties of soils – volume: 23 start-page: 274 year: 2000 end-page: 299 ident: bib139 article-title: Assessment of localized deformations in sand using x-ray computed tomography publication-title: ASTM Geotechnical Testing Journal – volume: 3 start-page: 3 year: 2008 end-page: 14 ident: bib59 article-title: Changing grading of soil: effect on critical states publication-title: Acta Geotechnica – volume: 41 start-page: 519 year: 2000 end-page: 525 ident: bib90 article-title: Analysis of the Applicability of a modified Kolsky’s method for dynamic tests of soils in a deformable casing publication-title: Journal of Applied Mechanics and Technical Physics – volume: 44 start-page: 2079 year: 1996 end-page: 2101 ident: bib56 article-title: The fractal crushing of granular materials publication-title: Journal of the Mechanics and Physics of Solids – year: 1988 ident: bib179 article-title: Fast triaxial shear device evaluation – start-page: 1403 year: 2007 end-page: 1408 ident: bib158 article-title: The dynamic compaction of sand and related porous systems publication-title: Shock Compression of Condensed Matter – year: 1963 ident: bib124 article-title: The response of soils to dynamic loadings, report No. 13: the dependence of dilation in sand on the rate of shear strain – volume: 4 start-page: 68 year: 1967 end-page: 86 ident: bib102 article-title: Compressibility and crushing of granular soil in anisotropic triaxial compression publication-title: Canadian Geotechnical Journal – volume: 47 start-page: 451 year: 2010 end-page: 460 ident: bib143 article-title: Modeling capacity of transparent soil publication-title: Cnadian Geotechnical Journal – volume: 30 start-page: 725 year: 2004 end-page: 775 ident: bib16 article-title: Review of experimental techniques for high rate deformation and shock studies publication-title: International Journal of Impact Engineering – volume: 25 start-page: 128 year: 2002 end-page: 141 ident: bib122 article-title: Experimental and data analysis techniques used for high strain rate tests on cohesionless soil publication-title: Geotechnical Testing Journal, GTJODJ – volume: 34 start-page: 51 year: 1994 end-page: 65 ident: bib4 article-title: Transient shear strength of saturated sand under cyclic loading considering strain-rate effect publication-title: Soils and Foundations – year: 1986 ident: bib167 article-title: Pressure waves in soils using a split-hopkinson pressure bar – volume: 41 start-page: 5763 year: 2004 end-page: 5774 ident: bib57 article-title: Critical state and evolution of coordination number in simulated granular materials publication-title: International Journal of Solids and Structures – volume: 36 start-page: 65 year: 1986 end-page: 78 ident: bib131 article-title: The strength and dilatancy of sand publication-title: Geotechnique – volume: 41 start-page: 786 year: 2009 end-page: 798 ident: bib106 article-title: Moisture effects on high strain-rate behavior of sand publication-title: Mechanics of Materials – reference: Sadrekarimi A. Development of a new ring shear apparatus for investigating the critical state of sands. PhD dissertation, University of Illinois; Il, 2009. – year: 1994 ident: bib22 article-title: Dynamic behavior of materials – year: October 1963 ident: bib175 article-title: Development of an apparatus for the dynamic direct shear testing of soils – reference: Roberts JE and de Souza JM. 1958. The compressibility of sands. ASTM Proceedings No. 58. – volume: 37 start-page: 1 year: 2010 end-page: 10 ident: bib149 article-title: Dynamic behavior of dry and water-saturated sand under planar shock conditions publication-title: International Journal of Impact Engineering – year: 2011 ident: bib88 article-title: Effect of mass density on the compressive behavior of dry sand under confinement at high strain rates publication-title: Experimental Mechanics – volume: 122 start-page: 147 year: 1996 end-page: 154 ident: bib27 article-title: One-Dimensional compression of sands at high pressures publication-title: Journal of Geotechnical Engineering, ASCE – volume: 48 start-page: 449 year: 1999 end-page: 463 ident: bib36 article-title: Effects of lateral constraints and inertia on stress wave propagation in dry soil columns publication-title: Geotechnique – volume: 45 start-page: 186 year: 2005 end-page: 195 ident: bib85 article-title: Pulse shaping techniques for testing elastic-plastic materials with a split hopkinson pressure bar publication-title: Experimental Mechanics – volume: 137 start-page: 1169 year: 2011 end-page: 1178 ident: bib138 article-title: Effect of strain rate on the stress. strain behavior of sand publication-title: Journal of Geotechnical and Geonvironmental Engineering – reference: Laine L and Sandvik A. Derivation of mechanical properties for sand. Proceedings of the 4th Asia-Pacific Conference on Shock and Impact Loads on Structures, CI-Primer, PTE LTD, Singapore, 2001, pp. 361–368. – volume: 39 start-page: 1 year: 1999 end-page: 10 ident: bib93 article-title: 3D-Hopkinson bar: new experiments for dynamic testing on soils publication-title: Soils and Foundations – volume: 62 start-page: 676 year: 1949 end-page: 700 ident: bib79 article-title: An investigation of the mechanical properties of materials at very high rates of loading publication-title: Proceedings of the Royal Society of London, Ser. B – volume: 38 start-page: 951 year: 2011 end-page: 963 ident: bib129 article-title: The effect of nose shape on the internal flow fields during ballistic penetration of sand publication-title: International Journal of Impact Engineering – volume: 93 start-page: 117 year: 1967 end-page: 141 ident: bib45 article-title: Drained strength characteristics of cohesionless soils publication-title: Journal of the Soil Mechanics and Foundations Division, ASCE – year: 1963 ident: bib47 article-title: On shear strength of sand at very high pressures – volume: 11 start-page: 269 year: 1988 end-page: 275 ident: bib70 article-title: A device for evaluating one-dimensional compressive loading rate effects publication-title: Geotechnical Testing Journal, GTJODJ – year: 1990 ident: bib95 article-title: High-intensity compressive stress wave propagation through unsaturated sands – reference: Chapman DJ, Tsembelis T, Proud EG. (2006a). The behavior of water saturated sand under shock loading. Proceedings of the 2006 SEM Annual Conference. – volume: 1 start-page: 245 year: 1963 end-page: 251 ident: bib32 article-title: Compressibility of some coarse-grained materials publication-title: Proceedings of Wiesbaden European Conference on Soil Mechanics and Foundation Engineering – volume: 35 start-page: 293 year: 2011 end-page: 308 ident: bib136 article-title: Rate effects in dense granular materials: linear stability analysis and the fall of granular columns publication-title: International Journal for Numerical and Analytical Methods in Geomechanics – year: 1965 ident: bib116 article-title: A comparison of the dynamic and static shear strengths of cohesionless, cohesive and combined soils – reference: Bishop AW. Soil properties – Shear strength and consolidation. Panel Session, Proceedings of the Sixth International Conference on Soil Mechanics and Foundation Engineering. 1965. – volume: 41 start-page: 4208 year: 1970 end-page: 4226 ident: bib157 article-title: Shock-wave studies of PMMA, fused Silica, and sapphire publication-title: Journal of Applied Physics – year: 1969 ident: bib180 article-title: Effect of degree of saturation on compressibility of Suffield Experimental Station soils – reference: Akers SA. Two-dimensional finite element analysis of porous geomaterials at multikilobar stress levels. Ph.D. dissertation, Virginia Polytechnic Institute and State University; Blacksburg, Virginia, 2001. – reference: McManus KJ and Davis EO. (1996). Shear strength of dense sands during rapid loading. Proceedings of 7th Australia New Zealand Conference on Geomechanics: Geomechanics in Changing World, pp. 114–117. – reference: Yamamuro JA, Abrantes AE. Behavior of medium sand under very high strain rates. Geomechanics; Testing, Modeling, and Simulation: Proceedings of the First Japan-US Workshop on Testing, Modeling and Simulation, June 27-29, 2003, ASCE Geotechnical Special Publication, No. 143, pp. 61–70. 2003. – volume: 88 start-page: 99 year: 1962 end-page: 132 ident: bib109 article-title: Shear strength of sands during rapid loadings publication-title: Journal of Soil Mechanics and Foundations Division, ASCE – start-page: 755 year: 1949 end-page: 773 ident: bib173 article-title: Strength of soils under dynamic loads publication-title: Transactions, ASCE – volume: 46 start-page: 529 year: 1996 end-page: 546 ident: bib140 article-title: Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography publication-title: Geotechnique – reference: Martin BE, Chen W. The high-rate behavior of a fine grain sand. Proceedings of the SEM Annual Conference, June 1–4 Albuquerque, N.M., 6 p. 2009. – reference: Lee KL, Seed, HB and Dunlop P. Effect of Transient Loading on the Strength of Sand. Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, vol. 1, Mexico City, Mexico, 1969. pp. 239–247. – volume: 26 start-page: 675 year: 2001 end-page: 681 ident: bib111 article-title: High-Speed penetration into sand publication-title: International Journal of Impact Engineering – volume: 269 start-page: 500 year: 1962 end-page: 527 ident: bib39 article-title: Stress dilatancy relations for static equilibrium of an assembly of particles in contact publication-title: Proceedings of the Royal Society, Series A – reference: Abrantes AE and Yamamuro JA. Effect of strain rate in cohesionless soil. Proceedings of 15th ASCE Engineering Mechanics Conference, June 2-5, 2002, Columbia Univesity, New York, NY, 8 p. 2002b. – volume: 213 start-page: 437 year: 1914 end-page: 456 ident: bib78 article-title: A method of measuring the pressure produced in the detonation of high explosives or by the impact of bullets publication-title: Philosophical Transactions of the Royal Society of London, Ser. A – volume: 122 start-page: 309 year: 1996 end-page: 316 ident: bib54 article-title: Significance of particle crushing in granular soils publication-title: Journal of Geotechnical Engineering, ASCE – volume: 116 start-page: 119 year: 1990 end-page: 135 ident: bib181 article-title: On-dimensional loading-rate effects publication-title: Journal of Geotechnical Engineering – reference: Murphy DJ. Soils and rocks: composition, confining level and strength. PhD dissertation, Duke University; 1970. – volume: 38 start-page: 171 year: 2011 end-page: 180 ident: bib100 article-title: About the dynamic uniaxial tensile strength of concrete-like materials publication-title: International Journal of Impact Engineering – volume: 4 start-page: 88 year: 1963 end-page: 96 ident: bib151 article-title: Measurements of the dynamic compressibility of sand publication-title: Zhurnal Priklanoi Mekhaniki I Tehknichekoi Fiziki – year: 2007 ident: bib18 article-title: Shock response of dry sand – volume: 88 start-page: 33 year: 1962 end-page: 63 ident: bib66 article-title: Inelastic wave propagation in soil columns publication-title: Journal of Soil Mechanics and Foundation Division, ASCE – volume: 61 start-page: 771 year: 2011 end-page: 783 ident: bib42 article-title: Critical state friction angle of sands publication-title: Geotechnique – volume: 44 start-page: 579 year: 2007 end-page: 591 ident: bib41 article-title: Shear strength, interparticle locking, and dilatancy of granular materials publication-title: Canadian Geotechnical Journal – volume: 136 start-page: 1209 year: 2010 end-page: 1219 ident: bib132 article-title: Time effects relate to crushing in sand publication-title: Journal of Geotechnical and Geoenvironmental Engineering – volume: 117 start-page: 658 year: 1991 end-page: 672 ident: bib14 article-title: Projectile penetration in granular soils publication-title: Journal of Geotechnical Engineering, ASCE – reference: Schindler L. An Improved Facility for testing soils in one-dimensional compression. proceedings, International Symposium on wave propagation and dynamic properties of Earth materials, University of New Mexico, Albuquerque, N.M., 1967. pp. 847–860. – volume: 119 start-page: 1 year: 1993 end-page: 18 ident: bib29 article-title: One-dimensional high-pressure compression of granular media publication-title: Journal of Geotechnical Engineering, ASCE – volume: 52 start-page: 481 year: 2002 end-page: 493 ident: bib11 article-title: Ground response to dynamic compaction of dry sand publication-title: Geotechnique – volume: 92 start-page: 59 year: 1966 end-page: 83 ident: bib67 article-title: Behavior of a soil mass under dynamic loading publication-title: Journal of Soil Mechanics Division, ASCE – reference: Tsembelis K, Proud WG, Vaughan BM, Field JE. The behavior of sand under shock wave loading: experiments and simulations. 14–15 November 2002, (unpublished). – volume: 35 start-page: 967 year: 2008 end-page: 976 ident: bib92 article-title: Determination of physiomechanical properties of soft soils from medium to high strain rates publication-title: International Journal of Impact Engineering – year: 1962 ident: bib113 article-title: The response of soils to dynamic loadings, report 9: shearing resistance of sands during rapid loadings – year: 1965 ident: bib120 article-title: An experimental investigation of the continuous penetration of a blunt body into a simulated cohesionless soil – volume: 16 start-page: 304 year: 1993 end-page: 313 ident: bib133 article-title: Effects of strain rate on instability of granular soils publication-title: Geotechnical Testing Journal, GTJODJ – year: 2010 ident: bib98 article-title: Compressive behavior of fine sand – reference: Whitman RV. The behavior of soils under transient loading. Proceedings, 4th International Conference on Soil Mechanics and Foundation Engineering, vol. 1, p. 207. 1957. – year: 1994 ident: bib168 article-title: Uniaxial stress-strain behavior of unsaturated soils at high strain rates – volume: 104 year: 2008 ident: bib126 article-title: Two dimensional mesoscale simulations of projectile instability during penetration in dry sand publication-title: Journal of Applied Physics – volume: 92 start-page: 105 year: 1966 end-page: 124 ident: bib177 article-title: A study of dynamic and static failure envelopes publication-title: Journal of Soil Mechanics and Foundations Division, ASCE – volume: 42 start-page: 93 year: 2002 end-page: 106 ident: bib84 article-title: Pulse shaping techniques for testing brittle materials with a split hopkinson pressure bar publication-title: Experimental Mechanics – reference: Martin BE. Moisture effects on the high strain rate behavior of sand. M.Sc. thesis University of Florida, 2007. – volume: 94 start-page: 661 year: 1968 end-page: 688 ident: bib46 article-title: Behavior of granular materials under high stresses publication-title: Journal of the Soil Mechanics and Foundations Division – reference: Kolbuszewski J, Frederick MR. The significance of particle shape and size on the mechanical behavior of granular materials. European Conference on Soil Mechanics and Foundation engineering 1. 1963. – year: 1969 ident: bib51 article-title: Strength and deformation characteristics of rockfill materials – volume: 28 start-page: 33 year: 2004 end-page: 56 ident: bib6 article-title: A three-phase soil model for simulating stress wave propagation due to blast loading publication-title: International Journal for Numerical and Analytical Methods in Geomechanics – year: 2009 ident: bib127 article-title: Penetration physics at the mesoscale – start-page: 839 year: 1980 end-page: 852 ident: bib72 article-title: Loading rate effects on compressibility of sand publication-title: Journal of the Geotechnical Engineering Division, ASCE, GT8 – reference: Kabir ME. Dynamic behavior of granular materials. PhD dissertation Purdue University; IN. 2010. – year: 1966 ident: bib65 article-title: One-Dimensional stress wave propagation in soils – reference: Pierce SJ. High intensity compressive stress wave propagation through unsaturated sands. M.Sc. thesis, Colorado State University; Fort Collins, Co, 1989. – reference: Barnes GW. An investigation of the effect of dynamic loads on the shear strength of soils. M.Sc. thesis, Arizona State University; Tempe, Ariz. 1965. – reference: Whitman RV and Luscher U. Footings for protective structures. Proceedings, SymposiuM on Protective Structures for Civilian Populations, National Academy of Sciences – National Research Council, Washington, D.C. 1965. – volume: 25 start-page: 277 year: 2002 end-page: 288 ident: bib108 article-title: One-Dimensional shock-induced pore pressure response in saturated carbonate sand publication-title: Geotechnical Testing Journal – reference: Schindler, L. “Design and Evaluation of a device for determining the one-dimensional compression characteristics of soils subjected to impulse-type loads. PhD Thesis, University of Illinois, Urbana, Il., 1968. – year: 1966 ident: bib44 article-title: Drained strength characteristics of cohesionless soils – year: 1948 ident: bib172 article-title: Research on stress-deformation and strength characteristics of soils and soft rocks under transient loading – volume: 57 year: 1887 ident: bib146 article-title: Propagation des Mouvements dans les Corps et spécialement dans les Gaz Parfaits publication-title: Journal de l'Ecole Polytechnique – volume: 28 start-page: 20 year: 2008 end-page: 35 ident: bib7 article-title: Parameterization of the porous material model for sand with different levels of water saturation publication-title: Soil Dynamics and Earthquake Engineering – year: 1954 ident: bib174 article-title: The behavior of soils under dynamic loadings. Final report on laboratory studies – year: 2005 ident: bib40 article-title: Fundamentals of soil behavior – year: 1963 ident: bib73 article-title: The response of soils to dynamic loadings, report No. 17: stress-strain-time behavior of soil in one dimensional compression – year: 2004 ident: bib154 article-title: Shock Hugoniot data for low density silica powder publication-title: Shock Compression of Condensed Matter – reference: Semblat JF, Gary G, Luong MP. Dynamic response of sand using 3-Hopkinson bar. Proceedings of IS-Tokyo-95, first International Conference on Earthquake Geotechnical Engineering, Tokyo, 14–16 November, Balkema. 1995. – volume: 12 start-page: 319 year: 1962 end-page: 335 ident: bib33 article-title: Frictional characteristics of minerals publication-title: Geotechnique – year: 2004 ident: bib147 article-title: Shock-wave phenomena and the properties of condensed matter – volume: 40 start-page: 343 year: 2003 end-page: 360 ident: bib60 article-title: About the dynamic strength enhancement of concrete-like materials in a split hopkinson pressure bar test publication-title: International Journal of Solids and Structures – year: 2011 ident: bib161 article-title: Pressure-shear experiments on granular materials – year: 1984 ident: bib165 article-title: Dynamic material properties for dry CARES alluvium – year: 1971 ident: bib31 article-title: Measurement of stress and strain during one dimensional compression of large compacted soil and Rockfill specimens – volume: 45 start-page: 4304 year: 1974 end-page: 4314 ident: bib80 article-title: Lagrangian analysis for multiple stress or velocity gages in attenuating waves publication-title: Journal of Applied Physics – reference: Kaiser MA. Advancements in split hopkinson bar test. Virginia Polytechnic Institute; MSc thesis, 1998. – volume: 13 start-page: 291 year: 1990 end-page: 300 ident: bib107 article-title: Split-Hopkinson pressure bar testing of unsaturated sand publication-title: Geotechnical Testing Journal GTJODJ – volume: 13 start-page: 39 year: 1963 end-page: 75 ident: bib25 article-title: The scale effect in the transposition of the results of deep sounding tests on the ultimate bearing capacity of piles and caisson foundations publication-title: Geotechnique – reference: Theisen JG, Boyd WC, Crenshaw BM, Haisler JB. Analysis and modeling of soils Subjected to dynamic loading by aircraft Landing Gear. Proceedings of the International Symposium on wave propagation and dynamic properties of Earth materials, University of New Mexico, Albuquerque, New Mexico, August 23-25, 1967, pp. 335–348. – volume: 48 start-page: 667 year: 1998 end-page: 679 ident: bib58 article-title: On the micromechanics of crushable aggregates publication-title: Geotechnique – year: 1986 ident: bib62 article-title: Loading rate effects on the one-dimensional compressibility of four partially saturated soils – reference: Vesic AS, Banks DC, Woodward JM. An experimental study of the dynamic bearing capacity of footings on sand. Proceedings, Sixth International Conference on Soil Mechanics and Foundation Engineering, vol. 2, pp. 209–213. 1965. – volume: 49 start-page: 567 year: 1999 end-page: 583 ident: bib105 article-title: A Probabilistic approach to sand particle crushing in the triaxial test publication-title: Geotechnique – year: 2011 ident: bib17 article-title: Split hopkinson (Kolsky) bar: design, testing and applications – volume: 54 start-page: 1288 year: 1954 end-page: 1306 ident: bib112 article-title: Investigation of the effect of transient loadings on the strength and deformation characteristics of saturated sands publication-title: Proceedings of the American Society of Testing and Materials – volume: 91 start-page: 107 year: 1965 end-page: 125 ident: bib64 article-title: Shock waves in granular soils publication-title: Journal of Soil Mechanics and Foundations Division, ASCE – reference: Murphy DJ. High pressure experiments on soil and rock. Proc. Thirteenth Symposium on Rock Mechanics, 1971. pp. 691–714. – year: 1963 ident: bib49 article-title: Triaxial testing with large-scale pressure equipment laboratory shear testing of soils – volume: 4 start-page: 157 year: 2004 end-page: 177 ident: bib20 article-title: Characterization of models for time-dependent behavior of soils publication-title: International Journal of Geomechanics – start-page: 257 year: 1936 end-page: 276 ident: bib34 article-title: Characteristics of cohesionless soils affecting the stability of slopes and earth fills publication-title: Journal of Boston Society of Civil Engineers – reference: Schimming BB, Saxe HC. Inertial effects and soil strength criteria. Symposium on Soil-Structure Interaction, Engineering Research Lab., University of Arizona, Tucson, Arizona, September, 1964, pp. 118–128. – year: 1968 ident: bib35 article-title: Critical state soil mechanics – reference: Felice CW. The response of soils to impulse loads using the split-hopkinson pressure bar technique, PhD thesis, University of Utah; 1985. – volume: 47 start-page: 497 year: 2010 end-page: 515 ident: bib52 article-title: Particle damage observed in ring shear tests on sands publication-title: Canadian Geotechnical Journal – year: 1986 ident: bib74 article-title: Uniaxial strain response of Enewetak Beach sand – volume: 111 start-page: 1177 year: 1982 end-page: 1192 ident: bib103 article-title: Crushing of soil particles publication-title: Journal of Geotechnical Engineering Division, ASCE – volume: 160 start-page: 277 year: 1870 end-page: 288 ident: bib145 article-title: On the thermodynamic theory of waves of finite longitudinal disturbance publication-title: Philosophical Transactions of the Royal Society of London – volume: 80 start-page: 4062 year: 1975 end-page: 4077 ident: bib13 article-title: Experimental hypervelocity impact into quartz sand: distribution and shock metamorphism of ejecta publication-title: Journal of Geophysical Research – year: 1970 ident: bib21 article-title: The response of soils to dynamic loading – volume: 45 start-page: 580 year: 2004 end-page: 585 ident: bib91 article-title: Measurement of the dynamic characteristics of soft soils using the Kolsky’s method publication-title: Journal of Applied Mechanics and Mechanical Physics – year: 1982 ident: bib148 article-title: Impact dynamics – volume: 52 start-page: 131 year: 2002 end-page: 135 ident: bib76 article-title: Discrete element modeling of soil particle fracture publication-title: Geotechnique – year: 2006 ident: bib114 article-title: Laboratory investigation of the loading rate effects in sand – start-page: 59 year: 2009 end-page: 65 ident: bib128 article-title: Dynamic behavior of granular materials at impact publication-title: Proceedings of DYMAT – volume: 33 start-page: 314 year: 2010 end-page: 321 ident: bib144 article-title: Spatial deformation measurement using transparent soil publication-title: Geotechnical Testing Journal, ASTM – reference: Fletcher EB, Poorooshasb HB. Response of a clay sample to low magnitude loads applied at high rate. Proceedings of the International Symposium on Wave Propagation and Dynamic Properties of Earth Materials, University of New Mexico Press, N.M., August 1968, pp. 781–786. – year: 2010 ident: bib142 article-title: Modeling with transparent soils: visualizing soil-structure interaction and multi phase flow, non-intrusively – year: 1979 ident: bib71 article-title: Loading rate effects on compressibility of sand – volume: 10 start-page: 192 year: 1987 end-page: 202 ident: bib87 article-title: Dynamic high stress experiments on soil publication-title: Geotechnical Testing Journal GTJODJ – volume: 53 start-page: 619 year: 2003 end-page: 631 ident: bib141 article-title: Soil deformation measurement using particle image velocimetry (PIV) and photogrametry publication-title: Geotechnique – reference: Hendron AJ. The behavior of sand in one-dimensional compression. Ph.D. dissertation, University of Illinois; Urbana, Illinois, 1963. – volume: 122 start-page: 309 year: 1996 end-page: 316 ident: bib104 article-title: Significance of particle crushing in granular materials publication-title: Journal of Geotechnical Engineering – year: 2010 ident: bib8 article-title: Mine blast loading: experiments and simulations – reference: Abrantes AE. Three dimensional stress-strain behavior of cohesionless material subjected to high strain rate. Ph.D. dissertation Clarkson University; 2003. – volume: 2 start-page: 207 year: 1976 end-page: 208 ident: bib153 article-title: Shock compressibility of dry and water-saturated sand publication-title: Soviet Technical Physics Letters – volume: 41 start-page: 69 year: 2001 end-page: 82 ident: bib55 article-title: Microscopic particle crushing of sand subjected to high pressure one-dimensional compression publication-title: Soils and Foundations – volume: 115 start-page: 769 year: 1989 end-page: 787 ident: bib130 article-title: Low-Stress dilation test publication-title: Journal of Geotechnical Engineering – start-page: 127 year: 1995 end-page: 147 ident: bib163 publication-title: Rock failure, rock physics and phase relations – volume: 90 start-page: 57 year: 1964 end-page: 84 ident: bib26 article-title: Yielding and locking of confined sand publication-title: Journal of the Soil Mechanics and Foundations Division, ASCE – reference: Lu H, Luo H and Komaduri R. Dynamic compressive response of sand under confinements. Proceedings of the SEM Annual Conference, June 1–4, Albuquerque New Mexico, USA, p. 7. 2009. – reference: Kabir ME and Chen W. Sand particle breakage under high-pressure and high-rate loading. Dynamic Behavior of Materials, Volume 1, Conference Proceedings of the Society for Experimental Mechanics Series 99, 2011, pp. 93–94. – volume: 93 start-page: 27 year: 1973 end-page: 43 ident: bib101 article-title: Large scale testing of rockfill materials publication-title: Journal of Soil Mechanics and Foundation Engineering Division, ASCE – year: 1996 ident: bib37 article-title: Soil mechanics in engineering practice – reference: Lee KL. Triaxial compressive strength of saturated sand under seismic loading conditions. Ph.D. dissertation, University of California; Berkeley, CA, 1965. – year: 1971 ident: bib77 article-title: A one-dimensional plane wave propagation code for layered nonlinear hysteretic media – reference: Bopp P. Effect of initial relative density on instability and behavior of granular materials at high pressure. PhD dissertation, Univerrsity of California, Los Angeles, C.A., 1994. – year: March 2001 ident: bib5 article-title: Numerical modeling of Buried mine explosions – year: 1977 ident: bib152 publication-title: Compendum of shock wave data – volume: 41 start-page: 777 year: 2009 end-page: 785 ident: bib86 article-title: Impact compressive response of dry sand publication-title: Mechanics of Materials – year: January 1964 ident: bib176 article-title: Load-Time relationships in direct shear of soils – reference: Thompson JB. Low-velocity impact penetration of low-cohesion soil deposits. Ph.D. dissertation, University of California; Berkeley, C.A., 1975. – volume: 23 start-page: 705 year: 2003 end-page: 714 ident: bib2 article-title: Numerical analysis on dynamic deformation mechanism of soils under blast loading publication-title: Soil Dynamics and Earthquake Engineering – reference: An J. Soil behavior under blast Loading. Ph.D. dissertation, University of Nebraska; N.E. 2010. – volume: 7 start-page: 55 year: 1970 end-page: 67 ident: bib10 article-title: The Determination of soil strain-rate behavior beneath a moving wheel publication-title: Journal of Terramechanics – volume: 4 start-page: 137 year: 2004 end-page: 156 ident: bib19 article-title: Evaluation of time-dependent behavior of soils publication-title: International Journal of Geomechanics – reference: Chapman DJ, Tsembelis K, Proud WG. (2006b). The behavior of dry sand under shock compression. Proceedings of Conference on Shock Compression of Condensed Matter-2005, American Institute of physics. – year: 1972 ident: bib53 article-title: Some aspects of the behavior of granular materials at high pressures publication-title: Proceedings, Roscoe Memorial Symposium: stress-strain behavior of soils – volume: 11 start-page: 276 year: 1988 end-page: 280 ident: bib178 article-title: A fast triaxial shear device publication-title: Geotechnical Testing Journal, GTJODJ – reference: Gaffney ES, Brown JA, Felice CW. Soils as samples for the split hopkinson bar. In 2nd Symposium on the Interaction of Non-Nuclear Mutations with Structures, Panama City Beach, Fl., April 15-18, 1985. – year: 2009 ident: bib12 article-title: Rapid load testing on piles – volume: 122 start-page: 806 year: 1996 end-page: 812 ident: bib15 article-title: Theory and practice of projectile’s penetration in soils publication-title: Journal of Geotechnical Engineering, ASCE – volume: 117 start-page: 1119 year: 1991 end-page: 1135 ident: bib81 article-title: Extended split-hopkinson bar analysis for attenuating materials publication-title: Journal of Engineering Mechanics, ASCE – volume: 11 start-page: 115 year: 2009 end-page: 128 ident: bib137 article-title: FE-Investigation of shear localization in granular bodies under high shear rate publication-title: Granular Matter – volume: 95 start-page: 1760 year: 2004 end-page: 1770 ident: bib159 article-title: Shock-wave compression of a porous material publication-title: Journal of Applied Physics – start-page: 59 year: 2009 end-page: 65 ident: bib160 article-title: Dynamic behavior of granular materials at impact publication-title: DYMAT – volume: 93 start-page: 117 issue: SM6 year: 1967 ident: 10.1016/j.ijimpeng.2012.03.004_bib45 article-title: Drained strength characteristics of cohesionless soils publication-title: Journal of the Soil Mechanics and Foundations Division, ASCE doi: 10.1061/JSFEAQ.0001048 – volume: 91 start-page: 107 issue: SM4 year: 1965 ident: 10.1016/j.ijimpeng.2012.03.004_bib64 article-title: Shock waves in granular soils publication-title: Journal of Soil Mechanics and Foundations Division, ASCE doi: 10.1061/JSFEAQ.0000752 – year: 2009 ident: 10.1016/j.ijimpeng.2012.03.004_bib127 – ident: 10.1016/j.ijimpeng.2012.03.004_bib68 – year: 2007 ident: 10.1016/j.ijimpeng.2012.03.004_bib18 – start-page: 257 year: 1936 ident: 10.1016/j.ijimpeng.2012.03.004_bib34 article-title: Characteristics of cohesionless soils affecting the stability of slopes and earth fills publication-title: Journal of Boston Society of Civil Engineers – volume: 33 start-page: 314 issue: 4 year: 2010 ident: 10.1016/j.ijimpeng.2012.03.004_bib144 article-title: Spatial deformation measurement using transparent soil publication-title: Geotechnical Testing Journal, ASTM doi: 10.1520/GTJ102745 – year: 2010 ident: 10.1016/j.ijimpeng.2012.03.004_bib98 – volume: 25 start-page: 128 issue: 2 year: 2002 ident: 10.1016/j.ijimpeng.2012.03.004_bib122 article-title: Experimental and data analysis techniques used for high strain rate tests on cohesionless soil publication-title: Geotechnical Testing Journal, GTJODJ doi: 10.1520/GTJ11356J – ident: 10.1016/j.ijimpeng.2012.03.004_bib125 – volume: 111 start-page: 1177 issue: 10 year: 1982 ident: 10.1016/j.ijimpeng.2012.03.004_bib103 article-title: Crushing of soil particles publication-title: Journal of Geotechnical Engineering Division, ASCE doi: 10.1061/(ASCE)0733-9410(1985)111:10(1177) – volume: 40 start-page: 343 year: 2003 ident: 10.1016/j.ijimpeng.2012.03.004_bib60 article-title: About the dynamic strength enhancement of concrete-like materials in a split hopkinson pressure bar test publication-title: International Journal of Solids and Structures doi: 10.1016/S0020-7683(02)00526-7 – year: 2010 ident: 10.1016/j.ijimpeng.2012.03.004_bib8 – volume: 115 start-page: 769 issue: 6 year: 1989 ident: 10.1016/j.ijimpeng.2012.03.004_bib130 article-title: Low-Stress dilation test publication-title: Journal of Geotechnical Engineering doi: 10.1061/(ASCE)0733-9410(1989)115:6(769) – volume: 119 start-page: 1 issue: 1 year: 1993 ident: 10.1016/j.ijimpeng.2012.03.004_bib29 article-title: One-dimensional high-pressure compression of granular media publication-title: Journal of Geotechnical Engineering, ASCE doi: 10.1061/(ASCE)0733-9410(1993)119:1(1) – ident: 10.1016/j.ijimpeng.2012.03.004_bib83 – volume: 45 start-page: 186 year: 2005 ident: 10.1016/j.ijimpeng.2012.03.004_bib85 article-title: Pulse shaping techniques for testing elastic-plastic materials with a split hopkinson pressure bar publication-title: Experimental Mechanics doi: 10.1007/BF02428192 – ident: 10.1016/j.ijimpeng.2012.03.004_bib134 – volume: 28 start-page: 20 year: 2008 ident: 10.1016/j.ijimpeng.2012.03.004_bib7 article-title: Parameterization of the porous material model for sand with different levels of water saturation publication-title: Soil Dynamics and Earthquake Engineering doi: 10.1016/j.soildyn.2007.05.001 – year: 1970 ident: 10.1016/j.ijimpeng.2012.03.004_bib21 – ident: 10.1016/j.ijimpeng.2012.03.004_bib119 – volume: 4 start-page: 88 year: 1963 ident: 10.1016/j.ijimpeng.2012.03.004_bib151 article-title: Measurements of the dynamic compressibility of sand publication-title: Zhurnal Priklanoi Mekhaniki I Tehknichekoi Fiziki – year: 1996 ident: 10.1016/j.ijimpeng.2012.03.004_bib37 – volume: 47 start-page: 451 issue: 4 year: 2010 ident: 10.1016/j.ijimpeng.2012.03.004_bib143 article-title: Modeling capacity of transparent soil publication-title: Cnadian Geotechnical Journal doi: 10.1139/T09-116 – ident: 10.1016/j.ijimpeng.2012.03.004_bib135 doi: 10.1061/40797(172)2 – start-page: 59 year: 2009 ident: 10.1016/j.ijimpeng.2012.03.004_bib160 article-title: Dynamic behavior of granular materials at impact publication-title: DYMAT – volume: 49 start-page: 567 issue: 5 year: 1999 ident: 10.1016/j.ijimpeng.2012.03.004_bib105 article-title: A Probabilistic approach to sand particle crushing in the triaxial test publication-title: Geotechnique doi: 10.1680/geot.1999.49.5.567 – year: 2011 ident: 10.1016/j.ijimpeng.2012.03.004_bib161 – ident: 10.1016/j.ijimpeng.2012.03.004_bib48 – start-page: 127 year: 1995 ident: 10.1016/j.ijimpeng.2012.03.004_bib163 – volume: 41 start-page: 69 issue: 1 year: 2001 ident: 10.1016/j.ijimpeng.2012.03.004_bib55 article-title: Microscopic particle crushing of sand subjected to high pressure one-dimensional compression publication-title: Soils and Foundations doi: 10.3208/sandf.41.69 – volume: 26 start-page: 675 year: 2001 ident: 10.1016/j.ijimpeng.2012.03.004_bib111 article-title: High-Speed penetration into sand publication-title: International Journal of Impact Engineering doi: 10.1016/S0734-743X(01)00132-4 – volume: 45 start-page: 580 issue: 4 year: 2004 ident: 10.1016/j.ijimpeng.2012.03.004_bib91 article-title: Measurement of the dynamic characteristics of soft soils using the Kolsky’s method publication-title: Journal of Applied Mechanics and Mechanical Physics doi: 10.1023/B:JAMT.0000030338.66701.e9 – start-page: 59 year: 2009 ident: 10.1016/j.ijimpeng.2012.03.004_bib128 article-title: Dynamic behavior of granular materials at impact publication-title: Proceedings of DYMAT – ident: 10.1016/j.ijimpeng.2012.03.004_bib166 – year: 1986 ident: 10.1016/j.ijimpeng.2012.03.004_bib74 – volume: 11 start-page: 276 issue: 4 year: 1988 ident: 10.1016/j.ijimpeng.2012.03.004_bib178 article-title: A fast triaxial shear device publication-title: Geotechnical Testing Journal, GTJODJ doi: 10.1520/GTJ10659J – year: 2005 ident: 10.1016/j.ijimpeng.2012.03.004_bib40 – volume: 44 start-page: 579 year: 2007 ident: 10.1016/j.ijimpeng.2012.03.004_bib41 article-title: Shear strength, interparticle locking, and dilatancy of granular materials publication-title: Canadian Geotechnical Journal doi: 10.1139/t07-010 – year: 2011 ident: 10.1016/j.ijimpeng.2012.03.004_bib88 article-title: Effect of mass density on the compressive behavior of dry sand under confinement at high strain rates publication-title: Experimental Mechanics doi: 10.1007/s11340-011-9475-2 – volume: 3 start-page: 3 year: 2008 ident: 10.1016/j.ijimpeng.2012.03.004_bib59 article-title: Changing grading of soil: effect on critical states publication-title: Acta Geotechnica doi: 10.1007/s11440-007-0041-0 – volume: 61 start-page: 771 issue: 9 year: 2011 ident: 10.1016/j.ijimpeng.2012.03.004_bib42 article-title: Critical state friction angle of sands publication-title: Geotechnique doi: 10.1680/geot.9.P.090 – ident: 10.1016/j.ijimpeng.2012.03.004_bib43 – volume: 92 start-page: 59 issue: SM3 year: 1966 ident: 10.1016/j.ijimpeng.2012.03.004_bib67 article-title: Behavior of a soil mass under dynamic loading publication-title: Journal of Soil Mechanics Division, ASCE doi: 10.1061/JSFEAQ.0000872 – volume: 122 start-page: 147 issue: 2 year: 1996 ident: 10.1016/j.ijimpeng.2012.03.004_bib27 article-title: One-Dimensional compression of sands at high pressures publication-title: Journal of Geotechnical Engineering, ASCE doi: 10.1061/(ASCE)0733-9410(1996)122:2(147) – volume: 213 start-page: 437 year: 1914 ident: 10.1016/j.ijimpeng.2012.03.004_bib78 article-title: A method of measuring the pressure produced in the detonation of high explosives or by the impact of bullets publication-title: Philosophical Transactions of the Royal Society of London, Ser. A doi: 10.1098/rsta.1914.0010 – ident: 10.1016/j.ijimpeng.2012.03.004_bib24 – year: 1948 ident: 10.1016/j.ijimpeng.2012.03.004_bib172 – volume: 90 start-page: 57 issue: SM4 year: 1964 ident: 10.1016/j.ijimpeng.2012.03.004_bib26 article-title: Yielding and locking of confined sand publication-title: Journal of the Soil Mechanics and Foundations Division, ASCE doi: 10.1061/JSFEAQ.0000644 – ident: 10.1016/j.ijimpeng.2012.03.004_bib123 – year: 1982 ident: 10.1016/j.ijimpeng.2012.03.004_bib148 – ident: 10.1016/j.ijimpeng.2012.03.004_bib99 – year: 1994 ident: 10.1016/j.ijimpeng.2012.03.004_bib168 – ident: 10.1016/j.ijimpeng.2012.03.004_bib162 – volume: 62 start-page: 676 year: 1949 ident: 10.1016/j.ijimpeng.2012.03.004_bib79 article-title: An investigation of the mechanical properties of materials at very high rates of loading publication-title: Proceedings of the Royal Society of London, Ser. B doi: 10.1088/0370-1301/62/11/302 – ident: 10.1016/j.ijimpeng.2012.03.004_bib9 – volume: 35 start-page: 967 year: 2008 ident: 10.1016/j.ijimpeng.2012.03.004_bib92 article-title: Determination of physiomechanical properties of soft soils from medium to high strain rates publication-title: International Journal of Impact Engineering doi: 10.1016/j.ijimpeng.2007.07.004 – year: 2009 ident: 10.1016/j.ijimpeng.2012.03.004_bib12 – volume: 46 start-page: 529 issue: 3 year: 1996 ident: 10.1016/j.ijimpeng.2012.03.004_bib140 article-title: Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography publication-title: Geotechnique doi: 10.1680/geot.1996.46.3.529 – year: 1994 ident: 10.1016/j.ijimpeng.2012.03.004_bib22 – volume: 2 start-page: 207 year: 1976 ident: 10.1016/j.ijimpeng.2012.03.004_bib153 article-title: Shock compressibility of dry and water-saturated sand publication-title: Soviet Technical Physics Letters – year: 1972 ident: 10.1016/j.ijimpeng.2012.03.004_bib1 – volume: 117 start-page: 1119 issue: 5 year: 1991 ident: 10.1016/j.ijimpeng.2012.03.004_bib81 article-title: Extended split-hopkinson bar analysis for attenuating materials publication-title: Journal of Engineering Mechanics, ASCE doi: 10.1061/(ASCE)0733-9399(1991)117:5(1119) – ident: 10.1016/j.ijimpeng.2012.03.004_bib117 – volume: 23 start-page: 705 year: 2003 ident: 10.1016/j.ijimpeng.2012.03.004_bib2 article-title: Numerical analysis on dynamic deformation mechanism of soils under blast loading publication-title: Soil Dynamics and Earthquake Engineering doi: 10.1016/S0267-7261(03)00076-9 – volume: 38 start-page: 171 year: 2011 ident: 10.1016/j.ijimpeng.2012.03.004_bib100 article-title: About the dynamic uniaxial tensile strength of concrete-like materials publication-title: International Journal of Impact Engineering doi: 10.1016/j.ijimpeng.2010.10.028 – volume: 57 issue: 3 year: 1887 ident: 10.1016/j.ijimpeng.2012.03.004_bib146 article-title: Propagation des Mouvements dans les Corps et spécialement dans les Gaz Parfaits publication-title: Journal de l'Ecole Polytechnique – volume: 34 start-page: 51 issue: 4 year: 1994 ident: 10.1016/j.ijimpeng.2012.03.004_bib4 article-title: Transient shear strength of saturated sand under cyclic loading considering strain-rate effect publication-title: Soils and Foundations doi: 10.3208/sandf1972.34.4_51 – ident: 10.1016/j.ijimpeng.2012.03.004_bib94 – volume: 88 start-page: 33 issue: SM6 year: 1962 ident: 10.1016/j.ijimpeng.2012.03.004_bib66 article-title: Inelastic wave propagation in soil columns publication-title: Journal of Soil Mechanics and Foundation Division, ASCE doi: 10.1061/JSFEAQ.0000476 – volume: 41 start-page: 777 issue: 6 year: 2009 ident: 10.1016/j.ijimpeng.2012.03.004_bib86 article-title: Impact compressive response of dry sand publication-title: Mechanics of Materials doi: 10.1016/j.mechmat.2009.01.003 – year: 2010 ident: 10.1016/j.ijimpeng.2012.03.004_bib142 – year: 1972 ident: 10.1016/j.ijimpeng.2012.03.004_bib53 article-title: Some aspects of the behavior of granular materials at high pressures – year: 1965 ident: 10.1016/j.ijimpeng.2012.03.004_bib116 – year: 2004 ident: 10.1016/j.ijimpeng.2012.03.004_bib147 – volume: 41 start-page: 4208 year: 1970 ident: 10.1016/j.ijimpeng.2012.03.004_bib157 article-title: Shock-wave studies of PMMA, fused Silica, and sapphire publication-title: Journal of Applied Physics doi: 10.1063/1.1658439 – volume: 95 start-page: 1760 year: 2004 ident: 10.1016/j.ijimpeng.2012.03.004_bib159 article-title: Shock-wave compression of a porous material publication-title: Journal of Applied Physics doi: 10.1063/1.1640460 – year: 1979 ident: 10.1016/j.ijimpeng.2012.03.004_bib71 – volume: 88 start-page: 99 issue: SM2 year: 1962 ident: 10.1016/j.ijimpeng.2012.03.004_bib109 article-title: Shear strength of sands during rapid loadings publication-title: Journal of Soil Mechanics and Foundations Division, ASCE doi: 10.1061/JSFEAQ.0000411 – ident: 10.1016/j.ijimpeng.2012.03.004_bib171 – volume: 52 start-page: 131 year: 2002 ident: 10.1016/j.ijimpeng.2012.03.004_bib76 article-title: Discrete element modeling of soil particle fracture publication-title: Geotechnique doi: 10.1680/geot.2002.52.2.131 – volume: 41 start-page: 5763 year: 2004 ident: 10.1016/j.ijimpeng.2012.03.004_bib57 article-title: Critical state and evolution of coordination number in simulated granular materials publication-title: International Journal of Solids and Structures doi: 10.1016/j.ijsolstr.2004.06.001 – year: 1966 ident: 10.1016/j.ijimpeng.2012.03.004_bib65 – volume: 104 year: 2008 ident: 10.1016/j.ijimpeng.2012.03.004_bib126 article-title: Two dimensional mesoscale simulations of projectile instability during penetration in dry sand publication-title: Journal of Applied Physics doi: 10.1063/1.2999391 – volume: 44 start-page: 2079 issue: 12 year: 1996 ident: 10.1016/j.ijimpeng.2012.03.004_bib56 article-title: The fractal crushing of granular materials publication-title: Journal of the Mechanics and Physics of Solids doi: 10.1016/S0022-5096(96)00058-0 – volume: 36 start-page: 65 issue: 1 year: 1986 ident: 10.1016/j.ijimpeng.2012.03.004_bib131 article-title: The strength and dilatancy of sand publication-title: Geotechnique doi: 10.1680/geot.1986.36.1.65 – year: 1984 ident: 10.1016/j.ijimpeng.2012.03.004_bib165 – ident: 10.1016/j.ijimpeng.2012.03.004_bib121 – ident: 10.1016/j.ijimpeng.2012.03.004_bib3 – ident: 10.1016/j.ijimpeng.2012.03.004_bib97 doi: 10.1007/978-1-4614-0216-9_12 – year: 1968 ident: 10.1016/j.ijimpeng.2012.03.004_bib35 – volume: 269 start-page: 500 year: 1962 ident: 10.1016/j.ijimpeng.2012.03.004_bib39 article-title: Stress dilatancy relations for static equilibrium of an assembly of particles in contact publication-title: Proceedings of the Royal Society, Series A doi: 10.1098/rspa.1962.0193 – ident: 10.1016/j.ijimpeng.2012.03.004_bib115 – volume: 137 start-page: 1169 issue: 12 year: 2011 ident: 10.1016/j.ijimpeng.2012.03.004_bib138 article-title: Effect of strain rate on the stress. strain behavior of sand publication-title: Journal of Geotechnical and Geonvironmental Engineering doi: 10.1061/(ASCE)GT.1943-5606.0000542 – volume: 122 start-page: 309 issue: 4 year: 1996 ident: 10.1016/j.ijimpeng.2012.03.004_bib54 article-title: Significance of particle crushing in granular soils publication-title: Journal of Geotechnical Engineering, ASCE doi: 10.1061/(ASCE)0733-9410(1996)122:4(309) – volume: 136 start-page: 1209 issue: 9 year: 2010 ident: 10.1016/j.ijimpeng.2012.03.004_bib132 article-title: Time effects relate to crushing in sand publication-title: Journal of Geotechnical and Geoenvironmental Engineering doi: 10.1061/(ASCE)GT.1943-5606.0000335 – ident: 10.1016/j.ijimpeng.2012.03.004_bib50 – volume: 11 start-page: 115 year: 2009 ident: 10.1016/j.ijimpeng.2012.03.004_bib137 article-title: FE-Investigation of shear localization in granular bodies under high shear rate publication-title: Granular Matter doi: 10.1007/s10035-009-0128-4 – volume: 48 start-page: 449 issue: 4 year: 1999 ident: 10.1016/j.ijimpeng.2012.03.004_bib36 article-title: Effects of lateral constraints and inertia on stress wave propagation in dry soil columns publication-title: Geotechnique doi: 10.1680/geot.1998.48.4.449 – year: 1963 ident: 10.1016/j.ijimpeng.2012.03.004_bib73 – volume: 93 start-page: 27 issue: 2 year: 1973 ident: 10.1016/j.ijimpeng.2012.03.004_bib101 article-title: Large scale testing of rockfill materials publication-title: Journal of Soil Mechanics and Foundation Engineering Division, ASCE doi: 10.1061/JSFEAQ.0000958 – ident: 10.1016/j.ijimpeng.2012.03.004_bib170 – volume: 37 start-page: 1 issue: 1 year: 2010 ident: 10.1016/j.ijimpeng.2012.03.004_bib149 article-title: Dynamic behavior of dry and water-saturated sand under planar shock conditions publication-title: International Journal of Impact Engineering doi: 10.1016/j.ijimpeng.2009.07.009 – ident: 10.1016/j.ijimpeng.2012.03.004_bib69 – ident: 10.1016/j.ijimpeng.2012.03.004_bib38 – ident: 10.1016/j.ijimpeng.2012.03.004_bib61 – ident: 10.1016/j.ijimpeng.2012.03.004_bib23 – ident: 10.1016/j.ijimpeng.2012.03.004_bib96 – year: 2006 ident: 10.1016/j.ijimpeng.2012.03.004_bib114 – volume: 38 start-page: 951 year: 2011 ident: 10.1016/j.ijimpeng.2012.03.004_bib129 article-title: The effect of nose shape on the internal flow fields during ballistic penetration of sand publication-title: International Journal of Impact Engineering doi: 10.1016/j.ijimpeng.2011.08.002 – volume: 4 start-page: 157 issue: 3 year: 2004 ident: 10.1016/j.ijimpeng.2012.03.004_bib20 article-title: Characterization of models for time-dependent behavior of soils publication-title: International Journal of Geomechanics doi: 10.1061/(ASCE)1532-3641(2004)4:3(157) – year: 2004 ident: 10.1016/j.ijimpeng.2012.03.004_bib154 article-title: Shock Hugoniot data for low density silica powder – volume: 1 start-page: 245 year: 1963 ident: 10.1016/j.ijimpeng.2012.03.004_bib32 article-title: Compressibility of some coarse-grained materials publication-title: Proceedings of Wiesbaden European Conference on Soil Mechanics and Foundation Engineering – volume: 94 start-page: 661 issue: SM3 year: 1968 ident: 10.1016/j.ijimpeng.2012.03.004_bib46 article-title: Behavior of granular materials under high stresses publication-title: Journal of the Soil Mechanics and Foundations Division doi: 10.1061/JSFEAQ.0001134 – ident: 10.1016/j.ijimpeng.2012.03.004_bib30 – year: 1963 ident: 10.1016/j.ijimpeng.2012.03.004_bib47 – year: 1963 ident: 10.1016/j.ijimpeng.2012.03.004_bib63 – year: 1988 ident: 10.1016/j.ijimpeng.2012.03.004_bib179 – ident: 10.1016/j.ijimpeng.2012.03.004_bib82 – year: 1990 ident: 10.1016/j.ijimpeng.2012.03.004_bib95 – volume: 48 start-page: 667 issue: 5 year: 1998 ident: 10.1016/j.ijimpeng.2012.03.004_bib58 article-title: On the micromechanics of crushable aggregates publication-title: Geotechnique doi: 10.1680/geot.1998.48.5.667 – volume: 116 start-page: 119 issue: 1 year: 1990 ident: 10.1016/j.ijimpeng.2012.03.004_bib181 article-title: On-dimensional loading-rate effects publication-title: Journal of Geotechnical Engineering doi: 10.1061/(ASCE)0733-9410(1990)116:1(119) – volume: 13 start-page: 39 issue: 1 year: 1963 ident: 10.1016/j.ijimpeng.2012.03.004_bib25 article-title: The scale effect in the transposition of the results of deep sounding tests on the ultimate bearing capacity of piles and caisson foundations publication-title: Geotechnique doi: 10.1680/geot.1963.13.1.39 – ident: 10.1016/j.ijimpeng.2012.03.004_bib110 – year: 1963 ident: 10.1016/j.ijimpeng.2012.03.004_bib175 – volume: 30 start-page: 725 issue: 7 year: 2004 ident: 10.1016/j.ijimpeng.2012.03.004_bib16 article-title: Review of experimental techniques for high rate deformation and shock studies publication-title: International Journal of Impact Engineering doi: 10.1016/j.ijimpeng.2004.03.005 – volume: 92 start-page: 105 issue: SM2 year: 1966 ident: 10.1016/j.ijimpeng.2012.03.004_bib177 article-title: A study of dynamic and static failure envelopes publication-title: Journal of Soil Mechanics and Foundations Division, ASCE doi: 10.1061/JSFEAQ.0000848 – volume: 80 start-page: 4062 issue: 29 year: 1975 ident: 10.1016/j.ijimpeng.2012.03.004_bib13 article-title: Experimental hypervelocity impact into quartz sand: distribution and shock metamorphism of ejecta publication-title: Journal of Geophysical Research doi: 10.1029/JB080i029p04062 – year: 1965 ident: 10.1016/j.ijimpeng.2012.03.004_bib120 – volume: 45 start-page: 4304 issue: 10 year: 1974 ident: 10.1016/j.ijimpeng.2012.03.004_bib80 article-title: Lagrangian analysis for multiple stress or velocity gages in attenuating waves publication-title: Journal of Applied Physics doi: 10.1063/1.1663050 – volume: 4 start-page: 68 issue: 1 year: 1967 ident: 10.1016/j.ijimpeng.2012.03.004_bib102 article-title: Compressibility and crushing of granular soil in anisotropic triaxial compression publication-title: Canadian Geotechnical Journal doi: 10.1139/t67-012 – ident: 10.1016/j.ijimpeng.2012.03.004_bib156 – ident: 10.1016/j.ijimpeng.2012.03.004_bib118 – year: 1971 ident: 10.1016/j.ijimpeng.2012.03.004_bib31 – year: 1986 ident: 10.1016/j.ijimpeng.2012.03.004_bib62 – volume: 12 start-page: 319 issue: 4 year: 1962 ident: 10.1016/j.ijimpeng.2012.03.004_bib33 article-title: Frictional characteristics of minerals publication-title: Geotechnique doi: 10.1680/geot.1962.12.4.319 – ident: 10.1016/j.ijimpeng.2012.03.004_bib89 – year: 1969 ident: 10.1016/j.ijimpeng.2012.03.004_bib180 – year: 1966 ident: 10.1016/j.ijimpeng.2012.03.004_bib44 – start-page: 755 year: 1949 ident: 10.1016/j.ijimpeng.2012.03.004_bib173 article-title: Strength of soils under dynamic loads publication-title: Transactions, ASCE – volume: 7 start-page: 55 issue: 1 year: 1970 ident: 10.1016/j.ijimpeng.2012.03.004_bib10 article-title: The Determination of soil strain-rate behavior beneath a moving wheel publication-title: Journal of Terramechanics doi: 10.1016/0022-4898(70)90049-2 – volume: 117 start-page: 658 issue: 4 year: 1991 ident: 10.1016/j.ijimpeng.2012.03.004_bib14 article-title: Projectile penetration in granular soils publication-title: Journal of Geotechnical Engineering, ASCE doi: 10.1061/(ASCE)0733-9410(1991)117:4(658) – year: 1963 ident: 10.1016/j.ijimpeng.2012.03.004_bib124 – year: 1986 ident: 10.1016/j.ijimpeng.2012.03.004_bib167 – volume: 10 start-page: 192 issue: 4 year: 1987 ident: 10.1016/j.ijimpeng.2012.03.004_bib87 article-title: Dynamic high stress experiments on soil publication-title: Geotechnical Testing Journal GTJODJ doi: 10.1520/GTJ10545J – volume: 39 start-page: 1 issue: 1 year: 1999 ident: 10.1016/j.ijimpeng.2012.03.004_bib93 article-title: 3D-Hopkinson bar: new experiments for dynamic testing on soils publication-title: Soils and Foundations doi: 10.3208/sandf.39.1 – ident: 10.1016/j.ijimpeng.2012.03.004_bib169 – year: 1971 ident: 10.1016/j.ijimpeng.2012.03.004_bib77 – volume: 4 start-page: 137 issue: 3 year: 2004 ident: 10.1016/j.ijimpeng.2012.03.004_bib19 article-title: Evaluation of time-dependent behavior of soils publication-title: International Journal of Geomechanics doi: 10.1061/(ASCE)1532-3641(2004)4:3(137) – start-page: 1403 year: 2007 ident: 10.1016/j.ijimpeng.2012.03.004_bib158 article-title: The dynamic compaction of sand and related porous systems – volume: 52 start-page: 481 issue: 7 year: 2002 ident: 10.1016/j.ijimpeng.2012.03.004_bib11 article-title: Ground response to dynamic compaction of dry sand publication-title: Geotechnique doi: 10.1680/geot.2002.52.7.481 – volume: 42 start-page: 93 issue: 1 year: 2002 ident: 10.1016/j.ijimpeng.2012.03.004_bib84 article-title: Pulse shaping techniques for testing brittle materials with a split hopkinson pressure bar publication-title: Experimental Mechanics doi: 10.1007/BF02411056 – volume: 41 start-page: 786 year: 2009 ident: 10.1016/j.ijimpeng.2012.03.004_bib106 article-title: Moisture effects on high strain-rate behavior of sand publication-title: Mechanics of Materials doi: 10.1016/j.mechmat.2009.01.014 – ident: 10.1016/j.ijimpeng.2012.03.004_bib28 – year: 1963 ident: 10.1016/j.ijimpeng.2012.03.004_bib49 – ident: 10.1016/j.ijimpeng.2012.03.004_bib75 – volume: 23 start-page: 274 issue: 3 year: 2000 ident: 10.1016/j.ijimpeng.2012.03.004_bib139 article-title: Assessment of localized deformations in sand using x-ray computed tomography publication-title: ASTM Geotechnical Testing Journal doi: 10.1520/GTJ11051J – year: 2001 ident: 10.1016/j.ijimpeng.2012.03.004_bib5 – volume: 122 start-page: 806 issue: 10 year: 1996 ident: 10.1016/j.ijimpeng.2012.03.004_bib15 article-title: Theory and practice of projectile’s penetration in soils publication-title: Journal of Geotechnical Engineering, ASCE doi: 10.1061/(ASCE)0733-9410(1996)122:10(806) – year: 2011 ident: 10.1016/j.ijimpeng.2012.03.004_bib17 – ident: 10.1016/j.ijimpeng.2012.03.004_bib155 – year: 1964 ident: 10.1016/j.ijimpeng.2012.03.004_bib176 – volume: 35 start-page: 293 year: 2011 ident: 10.1016/j.ijimpeng.2012.03.004_bib136 article-title: Rate effects in dense granular materials: linear stability analysis and the fall of granular columns publication-title: International Journal for Numerical and Analytical Methods in Geomechanics doi: 10.1002/nag.895 – year: 1977 ident: 10.1016/j.ijimpeng.2012.03.004_bib152 – volume: 25 start-page: 277 issue: 3 year: 2002 ident: 10.1016/j.ijimpeng.2012.03.004_bib108 article-title: One-Dimensional shock-induced pore pressure response in saturated carbonate sand publication-title: Geotechnical Testing Journal doi: 10.1520/GTJ11098J – volume: 47 start-page: 497 issue: 5 year: 2010 ident: 10.1016/j.ijimpeng.2012.03.004_bib52 article-title: Particle damage observed in ring shear tests on sands publication-title: Canadian Geotechnical Journal doi: 10.1139/T09-117 – volume: 41 start-page: 519 issue: 3 year: 2000 ident: 10.1016/j.ijimpeng.2012.03.004_bib90 article-title: Analysis of the Applicability of a modified Kolsky’s method for dynamic tests of soils in a deformable casing publication-title: Journal of Applied Mechanics and Technical Physics doi: 10.1007/BF02465305 – year: 1954 ident: 10.1016/j.ijimpeng.2012.03.004_bib174 – volume: 160 start-page: 277 issue: 1870 year: 1870 ident: 10.1016/j.ijimpeng.2012.03.004_bib145 article-title: On the thermodynamic theory of waves of finite longitudinal disturbance publication-title: Philosophical Transactions of the Royal Society of London doi: 10.1098/rstl.1870.0015 – year: 1969 ident: 10.1016/j.ijimpeng.2012.03.004_bib51 – volume: 54 start-page: 1288 year: 1954 ident: 10.1016/j.ijimpeng.2012.03.004_bib112 article-title: Investigation of the effect of transient loadings on the strength and deformation characteristics of saturated sands publication-title: Proceedings of the American Society of Testing and Materials – volume: 16 start-page: 304 issue: 3 year: 1993 ident: 10.1016/j.ijimpeng.2012.03.004_bib133 article-title: Effects of strain rate on instability of granular soils publication-title: Geotechnical Testing Journal, GTJODJ doi: 10.1520/GTJ10051J – volume: 11 start-page: 269 issue: 4 year: 1988 ident: 10.1016/j.ijimpeng.2012.03.004_bib70 article-title: A device for evaluating one-dimensional compressive loading rate effects publication-title: Geotechnical Testing Journal, GTJODJ doi: 10.1520/GTJ10658J – year: 1962 ident: 10.1016/j.ijimpeng.2012.03.004_bib113 – start-page: 839 year: 1980 ident: 10.1016/j.ijimpeng.2012.03.004_bib72 article-title: Loading rate effects on compressibility of sand publication-title: Journal of the Geotechnical Engineering Division, ASCE, GT8 doi: 10.1061/AJGEB6.0001014 – volume: 28 start-page: 33 year: 2004 ident: 10.1016/j.ijimpeng.2012.03.004_bib6 article-title: A three-phase soil model for simulating stress wave propagation due to blast loading publication-title: International Journal for Numerical and Analytical Methods in Geomechanics doi: 10.1002/nag.325 – ident: 10.1016/j.ijimpeng.2012.03.004_bib164 – volume: 13 start-page: 291 issue: 6 year: 1990 ident: 10.1016/j.ijimpeng.2012.03.004_bib107 article-title: Split-Hopkinson pressure bar testing of unsaturated sand publication-title: Geotechnical Testing Journal GTJODJ doi: 10.1520/GTJ10172J – volume: 53 start-page: 619 issue: 7 year: 2003 ident: 10.1016/j.ijimpeng.2012.03.004_bib141 article-title: Soil deformation measurement using particle image velocimetry (PIV) and photogrametry publication-title: Geotechnique doi: 10.1680/geot.2003.53.7.619 – volume: 122 start-page: 309 issue: 4 year: 1996 ident: 10.1016/j.ijimpeng.2012.03.004_bib104 article-title: Significance of particle crushing in granular materials publication-title: Journal of Geotechnical Engineering doi: 10.1061/(ASCE)0733-9410(1996)122:4(309) – ident: 10.1016/j.ijimpeng.2012.03.004_bib150 |
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Snippet | A review of the response of sand under high strain rate (HSR) loading is presented. The response observed in HSR uniaxial compression tests, split-hopkinson... |
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SubjectTerms | Confining Dynamic response Dynamic triaxial test Exact sciences and technology Fracture mechanics (crack, fatigue, damage...) Fundamental areas of phenomenology (including applications) Grains High strain rate Impact Measurement and testing methods Physics Sand Saturation Shock loading Solid mechanics Split hopkinson pressure bar Static elasticity (thermoelasticity...) Stress-strain relationships Structural and continuum mechanics Uniaxial compression Void ratio |
Title | Stress-strain behavior of sand at high strain rates |
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