A closed-form solution for column-supported embankments with geosynthetic reinforcement
Soil arching effect results from the non-uniform stiffness in a geosynthetic-reinforced and column-supported embankment system. However, most theoretical models ignore the impact of modulus difference on the calculation of load transfer. In this study, a generalized mathematical model is presented t...
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| Published in | Geotextiles and geomembranes Vol. 47; no. 3; pp. 389 - 401 |
|---|---|
| Main Authors | , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Essex
Elsevier Ltd
01.06.2019
Elsevier BV |
| Subjects | |
| Online Access | Get full text |
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| Abstract | Soil arching effect results from the non-uniform stiffness in a geosynthetic-reinforced and column-supported embankment system. However, most theoretical models ignore the impact of modulus difference on the calculation of load transfer. In this study, a generalized mathematical model is presented to investigate the soil arching effect, with consideration given to the modulus ratio between columns and the surrounding soil. For simplification, a cylindrical unit cell is drawn to study the deformation compatibility among embankment fills, geosynthetics, columns, and subsoils. A deformed shape function is introduced to describe the relationship between the column and the adjacent soil. The measured data gained from a full-scale test are applied to demonstrate the application of this model. In the parametric study, certain influencing factors, such as column spacing, column length, embankment height, modulus ratio, and tensile strength of geosynthetic reinforcement, are analyzed to investigate the performance of the embankment system. This demonstrates that the inclusion of a geosynthetic reinforcement or enlargement of the modulus ratio can increase the load transfer efficiency. When enhancing the embankment height or applying an additional loading, the height of the load transfer platform tends to be reduced. However, a relatively long column has little impact on the load transfer platform. |
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| AbstractList | Soil arching effect results from the non-uniform stiffness in a geosynthetic-reinforced and column-supported embankment system. However, most theoretical models ignore the impact of modulus difference on the calculation of load transfer. In this study, a generalized mathematical model is presented to investigate the soil arching effect, with consideration given to the modulus ratio between columns and the surrounding soil. For simplification, a cylindrical unit cell is drawn to study the deformation compatibility among embankment fills, geosynthetics, columns, and subsoils. A deformed shape function is introduced to describe the relationship between the column and the adjacent soil. The measured data gained from a full-scale test are applied to demonstrate the application of this model. In the parametric study, certain influencing factors, such as column spacing, column length, embankment height, modulus ratio, and tensile strength of geosynthetic reinforcement, are analyzed to investigate the performance of the embankment system. This demonstrates that the inclusion of a geosynthetic reinforcement or enlargement of the modulus ratio can increase the load transfer efficiency. When enhancing the embankment height or applying an additional loading, the height of the load transfer platform tends to be reduced. However, a relatively long column has little impact on the load transfer platform. |
| Author | Zhao, Lin-Shuang Fatahi, Behzad Zhou, Wan-Huan Geng, Xueyu Yuen, Ka-Veng |
| Author_xml | – sequence: 1 givenname: Lin-Shuang surname: Zhao fullname: Zhao, Lin-Shuang email: lszhao@um.edu.mo organization: Department of Civil and Environmental Engineering, Faculty of Science and Technology, University of Macau, Macau, China – sequence: 2 givenname: Wan-Huan surname: Zhou fullname: Zhou, Wan-Huan email: hannahzhou@um.edu.mo organization: Department of Civil and Environmental Engineering, Faculty of Science and Technology, University of Macau, Macau, China – sequence: 3 givenname: Xueyu surname: Geng fullname: Geng, Xueyu email: xueyu.geng@warwick.ac.uk organization: School of Engineering, The University of Warwick, Coventry, CV4 7AL, UK – sequence: 4 givenname: Ka-Veng surname: Yuen fullname: Yuen, Ka-Veng email: kvyuen@um.edu.mo organization: Department of Civil and Environmental Engineering, Faculty of Science and Technology, University of Macau, Macau, China – sequence: 5 givenname: Behzad surname: Fatahi fullname: Fatahi, Behzad email: Behzad.Fatahi@uts.edu.au organization: School of Civil and Environmental Engineering, University of Technology Sydney, Sydney, Macau, Australia |
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| Cites_doi | 10.1002/nag.1610050405 10.1016/j.geotexmem.2011.11.002 10.1139/cgj-2013-0381 10.1680/gein.12.00016 10.1016/j.geotexmem.2015.08.001 10.1061/(ASCE)MT.1943-5533.0001452 10.1680/gein.2005.12.1.50 10.1016/j.geotexmem.2014.10.002 10.1680/gein.2010.17.2.59 10.1016/j.ecoleng.2015.09.082 10.1016/j.ijsolstr.2010.03.028 10.1016/j.geotexmem.2015.06.007 10.1061/(ASCE)GM.1943-5622.0000628 10.1016/j.geotexmem.2011.11.003 10.1680/gein.13.00029 10.1680/gein.14.00010 10.1061/(ASCE)EM.1943-7889.0001059 10.1016/j.geotexmem.2016.06.009 10.1016/j.geotexmem.2018.01.002 10.1016/j.geotexmem.2007.12.002 10.1061/(ASCE)GT.1943-5606.0000045 10.1016/j.geotexmem.2017.04.003 10.1061/(ASCE)GT.1943-5606.0000625 10.1061/(ASCE)0733-9410(1994)120:11(1917) 10.1016/j.geotexmem.2017.07.001 10.1061/(ASCE)GT.1943-5606.0001557 10.1061/(ASCE)CC.1943-5614.0000526 10.1139/cgj-2014-0284 10.1631/jzus.A12ISGT4 10.1139/T08-003 10.1016/j.geotexmem.2016.01.007 10.1061/(ASCE)GT.1943-5606.0000998 10.1016/j.proeng.2016.06.077 10.1016/j.compgeo.2017.07.027 10.1016/j.ijplas.2008.11.009 10.1002/nag.2745 10.1139/t10-086 10.1061/(ASCE)CF.1943-5509.0000789 10.1061/(ASCE)1090-0241(2008)134:2(185) 10.1061/(ASCE)GM.1943-5622.0000751 10.1016/j.geotexmem.2018.04.015 10.1016/0266-1144(94)00018-9 10.1680/jgein.18.00005 10.1016/j.geotexmem.2009.01.001 10.1061/(ASCE)GM.1943-5622.0000341 10.1016/j.measurement.2017.08.044 10.1061/(ASCE)GT.1943-5606.0001307 10.1016/j.geotexmem.2016.01.003 10.1061/(ASCE)GM.1943-5622.0000847 10.1680/gein.2010.17.2.68 10.1016/j.geotexmem.2015.06.005 10.1016/0266-352X(95)00034-8 10.1016/j.compgeo.2014.04.007 10.1016/j.geotexmem.2013.07.005 10.1016/j.geotexmem.2014.01.002 10.1680/jgein.17.00022 10.1139/cgj-2014-0506 10.1680/gein.14.00023 10.1016/j.compgeo.2010.03.004 10.1016/j.proeng.2016.06.081 10.1016/j.ijsolstr.2009.11.004 10.1061/(ASCE)MT.1943-5533.0002199 10.1680/gein.2010.17.2.77 10.1139/cgj-2017-0036 10.1680/jgein.15.00038 10.1016/j.proeng.2016.06.124 10.1061/(ASCE)GT.1943-5606.0001384 10.1061/(ASCE)GT.1943-5606.0002056 10.1061/(ASCE)GT.1943-5606.0000295 10.1016/j.geotexmem.2016.11.003 10.1016/j.geotexmem.2017.06.006 10.1061/(ASCE)GM.1943-5622.0000697 10.1680/jgein.17.00032 10.1016/j.geotexmem.2015.07.014 10.1061/(ASCE)1090-0241(2002)128:1(44) 10.1016/j.compgeo.2013.08.011 10.1680/jgein.17.00024 10.1139/t10-104 10.1016/j.apm.2012.07.002 10.1061/(ASCE)GT.1943-5606.0001004 10.1061/(ASCE)GT.1943-5606.0001145 10.1007/s11440-013-0285-9 10.1061/(ASCE)GM.1943-5622.0001424 10.1016/j.compgeo.2017.02.014 10.1061/(ASCE)MT.1943-5533.0001857 10.1061/(ASCE)GT.1943-5606.0000561 10.1016/j.apm.2010.03.026 10.1016/j.geotexmem.2015.04.007 10.1016/j.geotexmem.2016.01.008 10.1061/(ASCE)GT.1943-5606.0001890 10.1016/j.compgeo.2016.03.007 10.1680/jgein.16.00002 10.1016/j.sandf.2014.11.002 10.1061/(ASCE)1090-0241(2007)133:12(1483) 10.1061/(ASCE)GM.1943-5622.0001085 10.1016/j.compgeo.2015.11.006 10.1007/s11440-017-0561-1 10.1061/(ASCE)GT.1943-5606.0000527 10.1016/j.jrmge.2016.05.004 10.1016/j.geotexmem.2016.11.002 10.1016/j.geotexmem.2015.05.003 10.1016/j.sandf.2014.12.002 10.1002/nag.977 10.1016/j.geotexmem.2008.05.002 10.1016/S0266-1144(03)00006-2 10.1680/gein.2007.14.1.13 10.1061/AJRUA6.0000987 10.1016/j.geotexmem.2007.05.004 10.1061/(ASCE)GT.1943-5606.0001839 10.1007/s10706-016-0136-1 10.1016/j.geotexmem.2017.04.004 10.1061/(ASCE)GT.1943-5606.0000879 10.1139/cgj-2014-0538 10.1680/jgein.17.00039 10.1016/j.geotexmem.2011.02.001 10.1016/j.geotexmem.2017.07.007 10.1016/j.compgeo.2015.09.006 10.1016/j.compgeo.2007.07.001 10.1139/cgj-2017-0271 10.1016/j.apm.2016.06.003 10.1016/j.compgeo.2015.12.006 |
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| Keywords | Modulus ratio Geosynthetics Axisymmetric modelling Column-supported embankment Soil arching Stress ratio |
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| References | Esmaeili, Zakeri, Babaei (bib30) 2017; 45 Abusharar, Zheng, Chen, Yin (bib2) 2009; 27 Das, Deb (bib23) 2017; 35 Basack, Buddhima, Rujikiatkamjorn (bib8) 2015; 142 Liu, Rowe (bib61) 2016; 71 Bordoloi, Yamsani, Garg, Sreedeep, Borah (bib11) 2015; 85 Terzaghi (bib91) 1943 Zhou, Chen, Zhao, Xu, Chen (bib126) 2012; 13 Feng, Ai, Chen, Xie (bib34) 2017; 45 Meguid, Hussein, Ahmed, Omeman, Whalen (bib68) 2017; 45 Wang, Chen, Qi, Cheng, Cui (bib102) 2018; 144 Deb (bib25) 2010; 34 Van Eekelen, Venmans, Bezuijen, van Tol (bib98) 2017 Hinchberger, Rowe (bib43) 2003; 21 Alamgir, Miura, Poorooshasb, Madhav (bib3) 1996; 18 BS8006 (bib15) 2010 Li, Rowe (bib60) 2008; 26 Bian, Jiang, Chen (bib10) 2016; 143 Lai, Zheng, Zhang, Zhang, Cui (bib59) 2014; 61 Briançon, Simon (bib14) 2017; 24 Van Eekelen (bib92) 2016; 143 Yu, Bathurst, Damians (bib118) 2016; 44 Liu, Ng, Fei (bib62) 2007; 133 Hokmabadi, Fatahi, Samali (bib44) 2014; 55 Yin, Chang, Hicher (bib111) 2010; 47 Rowe, Li (bib78) 2005; 12 Feng, Lu (bib32) 2015; 43 Kamash, Han (bib55) 2014; 54 Liu, Du, Yi, Puppala (bib63) 2012; 138 Yapage, Liyanapathirana, Poulos, Kelly, Leo (bib108) 2015; 15 Chen, Zhou, Jing (bib133) 2019 Halvordson, Plaut, Filz (bib40) 2010; 17 Chen, Jiang, Ye, Bian (bib20) 2016; 30 Da Silva, Justo, Durand, Justo, Vázquez-Boza (bib22) 2017; 45 Debnath, Dey (bib27) 2017; 24 Fagundes, Almeida, Thorel, Blanc (bib31) 2017; 45 Balaam, Booker (bib7) 1981; 5 EBGEO (bib29) 2010 Zhu, Zhou, Yin (bib129) 2017; 13 Deb, Mohapatra (bib26) 2013; 37 Huckert, Briançon, Villard, Garcin (bib47) 2016; 44 Wang, Chen, Liu, Kang, Wang (bib101) 2018 Mehdizadeh, Disfani, Evans, Arulrajah (bib69) 2018; 18 Okyay, Dias, Thorel, Rault (bib74) 2014; 140 Zhuang, Yu, Long (bib132) 2014; 42 Zhao, Zhou, Fatahi, Li, Yuen (bib122) 2016; 40 Yin, Hicher, Dano, Jin (bib115) 2017; 143 Liu, Rowe, Su, Liu, Yang (bib65) 2017; 45 Das, Deb (bib24) 2017; 17 Iglesia, Einstein, Whitman (bib48) 2014; 140 Girout, Blanc, Thorel, Fagundes, Almeida, Asce (bib38) 2016; 142 Wang, Chen (bib134) 2019 Jiang, Han, Zheng (bib52) 2014; 9 Ariyarathne, Liyanapathirana, Leo (bib6) 2013; 20 Tai, Indraratna, Rujikiatkamjorn (bib88) 2018; 55 Weng, Zhu, Chen, Liang, Shi, Zhang (bib103) 2014 Pham, Briançon, Dias, Abdelouhab (bib75) 2018; 46 Taha, El Naggar, Turan (bib87) 2014; 21 Van Eekelen, Bezuijen, van Tol (bib93) 2011; 29 Sexton, McCabe, Karstunen, Sivasithamparam (bib81) 2016; 8 Hong, Lee, Hong (bib45) 2014; 140 Van Eekelen, Bezuijen, Van Tol (bib96) 2013; 39 Tan, Tjahyono, Oo (bib89) 2008; 134 Zhou, Yin, Hong (bib125) 2011; 48 Jones, Filz, Plaut (bib54) 2010; 17 Van Eekelen, Bezuijen, van Tol (bib97) 2015; 43 Hewlett, Randolph (bib42) 1988; 21 Chen, Chen, Han, Xu (bib18) 2008; 45 Wang, Chen, Cheng, Qi, Cui (bib100) 2018 Xu, Song, Han (bib105) 2016; 23 Zhang, Jiang, Liu, Buzzi (bib121) 2016; 77 Ghosh, Fatahi, Khabbaz (bib36) 2017; 17 Liyanapathirana, Ekanayake (bib66) 2016; 44 Van Eekelen, Bezuijen, Lodder, Van Tol (bib94) 2012; 32 Smith, Tatari (bib84) 2016; 44 Premkumar, Piratheepan, Arulrajah, Disfani, Rajeev (bib77) 2016; 28 Jing, Zhou, Zhu, Yin, Li (bib53) 2018; 42 Yin, Karstunen, Chang, Koskinen, Lojander (bib114) 2011; 137 Huang, Han (bib46) 2009; 27 Girout, Blanc, Thorel, Dias (bib39) 2018; 25 Zhang, Zhu, Shi, Wu, Yin (bib119) 2015; 19 Zhuang, Wang (bib131) 2016; 16 Nordic Geosynthetic Group (bib73) 2003 Zhao, Zhou, Yuen (bib123) 2017; 92 Yoo (bib116) 2015; 43 Michalowski, Wojtasik, Duda, Florkiewicz, Park (bib70) 2018; 144 Zhou, Lao, Huang, Chen (bib128) 2017; 5 Shukla, Chandra (bib82) 1994; 13 Jelušič, Žlender (bib51) 2018 Yin, Zhou (bib109) 2009; 135 Bhasi, Rajagopal (bib9) 2015; 43 Disfani, Tsang, Arulrajah, Yaghoubi (bib28) 2017; 29 Van Eekelen, Bezuijen, Lodder, Van Tol (bib95) 2012; 32 Karim, Manivannan, Gnanendran, Lo (bib56) 2011; 48 Chen, Xu, Chen, Ling, Zhu (bib19) 2010; 136 Ghosh, Fatahi, Khabbaz, Yin (bib37) 2017; 45 Naggar, Turan, Valsangkar (bib71) 2015; 141 Yin, Chang, Hicher, Karstunen (bib110) 2009; 25 Ariyarathne, Liyanapathirana (bib5) 2015; 55 Briançon, Simon (bib13) 2012; 138 King, Bouazza, Gniel, Rowe, Bui (bib58) 2018; 55 Smith, Filz (bib83) 2007; 14 Yin, Hattab, Hicher (bib113) 2011; 35 Low, Tang, Choa (bib67) 1994; 120 Villard, Huckert, Briançon (bib99) 2016; 44 Zhou, Lao, Huang, Chen (bib127) 2016; 143 Liu, Kong, Chu, Ding (bib64) 2015; 52 Bordoloi, Kashyap, Garg, Sreedeep, Wei, Andriyas (bib12) 2018; 113 Su, Yin, Zhou (bib85) 2010; 37 Tano, Stoltz, Coulibaly, Bruhier, Dias, Olivier, Touze-Foltz (bib90) 2018; 25 Nguyen, Fatahi, Hokmabadi (bib72) 2017; 4017007 Han, Gabr (bib41) 2002; 128 Ali, Shahu, Sharma (bib4) 2012; 19 Jamsawang, Yoobanpot, Thanasisathit, Voottipruex, Jongpradist (bib50) 2016; 72 Abu-Farsakh, Hanandeh, Mohammad, Chen (bib1) 2016; 44 Cao, Zheng, Zhang, Zhang (bib16) 2016; 23 Yapage, Liyanapathirana (bib107) 2014; 21 Rui, Van Tol, Xia, Van Eekelen, Hu, Xia (bib80) 2016; 73 Plaut, Filz (bib76) 2010; 17 Zhuang, Wang (bib130) 2015; 52 Zhang, Zhu, Xu, Shi, Mei (bib120) 2015; 52 Feng, Ai, Chen (bib33) 2017; 87 Suleiman, Ni, Davis, Lin, Xiao (bib86) 2016; 142 King, Bouazza, Gniel, Rowe, Bui (bib57) 2017; 1–19 Ghazavi, Ehsani Yamchi, Nazari Afshar (bib35) 2018; 46 Rowe, Liu (bib79) 2015; 52 Yu, Bathurst (bib117) 2017; 17 Yang, Han (bib106) 2013; 139 Indraratna, Sun, Heitor, Grant (bib49) 2018; 30 Chen, Cao, Chen (bib17) 2008; 26 Zhou, Yin (bib124) 2008; 35 Yin, Chang, Karstunen, Hicher (bib112) 2010; 47 Chen, Wang, Ye, Bian, Dong (bib21) 2016; 44 Wijerathna, Liyanapathirana (bib104) 2018; 4 Hokmabadi (10.1016/j.geotexmem.2019.01.006_bib44) 2014; 55 Huckert (10.1016/j.geotexmem.2019.01.006_bib47) 2016; 44 EBGEO (10.1016/j.geotexmem.2019.01.006_bib29) 2010 Deb (10.1016/j.geotexmem.2019.01.006_bib25) 2010; 34 Bian (10.1016/j.geotexmem.2019.01.006_bib10) 2016; 143 Nguyen (10.1016/j.geotexmem.2019.01.006_bib72) 2017; 4017007 Yin (10.1016/j.geotexmem.2019.01.006_bib111) 2010; 47 Kamash (10.1016/j.geotexmem.2019.01.006_bib55) 2014; 54 Yin (10.1016/j.geotexmem.2019.01.006_bib110) 2009; 25 Das (10.1016/j.geotexmem.2019.01.006_bib24) 2017; 17 Liu (10.1016/j.geotexmem.2019.01.006_bib64) 2015; 52 Zhou (10.1016/j.geotexmem.2019.01.006_bib127) 2016; 143 Zhuang (10.1016/j.geotexmem.2019.01.006_bib132) 2014; 42 Taha (10.1016/j.geotexmem.2019.01.006_bib87) 2014; 21 Briançon (10.1016/j.geotexmem.2019.01.006_bib13) 2012; 138 Smith (10.1016/j.geotexmem.2019.01.006_bib84) 2016; 44 Pham (10.1016/j.geotexmem.2019.01.006_bib75) 2018; 46 Chen (10.1016/j.geotexmem.2019.01.006_bib21) 2016; 44 Lai (10.1016/j.geotexmem.2019.01.006_bib59) 2014; 61 Naggar (10.1016/j.geotexmem.2019.01.006_bib71) 2015; 141 Jing (10.1016/j.geotexmem.2019.01.006_bib53) 2018; 42 Zhou (10.1016/j.geotexmem.2019.01.006_bib124) 2008; 35 Ariyarathne (10.1016/j.geotexmem.2019.01.006_bib5) 2015; 55 Briançon (10.1016/j.geotexmem.2019.01.006_bib14) 2017; 24 Deb (10.1016/j.geotexmem.2019.01.006_bib26) 2013; 37 Li (10.1016/j.geotexmem.2019.01.006_bib60) 2008; 26 Rui (10.1016/j.geotexmem.2019.01.006_bib80) 2016; 73 Low (10.1016/j.geotexmem.2019.01.006_bib67) 1994; 120 Sexton (10.1016/j.geotexmem.2019.01.006_bib81) 2016; 8 King (10.1016/j.geotexmem.2019.01.006_bib57) 2017; 1–19 Tano (10.1016/j.geotexmem.2019.01.006_bib90) 2018; 25 Tai (10.1016/j.geotexmem.2019.01.006_bib88) 2018; 55 Jiang (10.1016/j.geotexmem.2019.01.006_bib52) 2014; 9 Liu (10.1016/j.geotexmem.2019.01.006_bib61) 2016; 71 Hinchberger (10.1016/j.geotexmem.2019.01.006_bib43) 2003; 21 Tan (10.1016/j.geotexmem.2019.01.006_bib89) 2008; 134 Huang (10.1016/j.geotexmem.2019.01.006_bib46) 2009; 27 Villard (10.1016/j.geotexmem.2019.01.006_bib99) 2016; 44 BS8006 (10.1016/j.geotexmem.2019.01.006_bib15) 2010 Rowe (10.1016/j.geotexmem.2019.01.006_bib78) 2005; 12 Zhang (10.1016/j.geotexmem.2019.01.006_bib120) 2015; 52 Van Eekelen (10.1016/j.geotexmem.2019.01.006_bib93) 2011; 29 Zhang (10.1016/j.geotexmem.2019.01.006_bib119) 2015; 19 Abusharar (10.1016/j.geotexmem.2019.01.006_bib2) 2009; 27 Bordoloi (10.1016/j.geotexmem.2019.01.006_bib12) 2018; 113 Shukla (10.1016/j.geotexmem.2019.01.006_bib82) 1994; 13 Van Eekelen (10.1016/j.geotexmem.2019.01.006_bib94) 2012; 32 Chen (10.1016/j.geotexmem.2019.01.006_bib20) 2016; 30 Xu (10.1016/j.geotexmem.2019.01.006_bib105) 2016; 23 Van Eekelen (10.1016/j.geotexmem.2019.01.006_bib97) 2015; 43 Abu-Farsakh (10.1016/j.geotexmem.2019.01.006_bib1) 2016; 44 Disfani (10.1016/j.geotexmem.2019.01.006_bib28) 2017; 29 Chen (10.1016/j.geotexmem.2019.01.006_bib17) 2008; 26 Meguid (10.1016/j.geotexmem.2019.01.006_bib68) 2017; 45 Weng (10.1016/j.geotexmem.2019.01.006_bib103) 2014 King (10.1016/j.geotexmem.2019.01.006_bib58) 2018; 55 Yin (10.1016/j.geotexmem.2019.01.006_bib114) 2011; 137 Liu (10.1016/j.geotexmem.2019.01.006_bib63) 2012; 138 Yin (10.1016/j.geotexmem.2019.01.006_bib113) 2011; 35 Van Eekelen (10.1016/j.geotexmem.2019.01.006_bib98) 2017 Chen (10.1016/j.geotexmem.2019.01.006_bib19) 2010; 136 Ariyarathne (10.1016/j.geotexmem.2019.01.006_bib6) 2013; 20 Esmaeili (10.1016/j.geotexmem.2019.01.006_bib30) 2017; 45 Ghosh (10.1016/j.geotexmem.2019.01.006_bib37) 2017; 45 Fagundes (10.1016/j.geotexmem.2019.01.006_bib31) 2017; 45 Yoo (10.1016/j.geotexmem.2019.01.006_bib116) 2015; 43 Cao (10.1016/j.geotexmem.2019.01.006_bib16) 2016; 23 Feng (10.1016/j.geotexmem.2019.01.006_bib34) 2017; 45 Ghosh (10.1016/j.geotexmem.2019.01.006_bib36) 2017; 17 Van Eekelen (10.1016/j.geotexmem.2019.01.006_bib96) 2013; 39 Yin (10.1016/j.geotexmem.2019.01.006_bib112) 2010; 47 Zhuang (10.1016/j.geotexmem.2019.01.006_bib130) 2015; 52 Yin (10.1016/j.geotexmem.2019.01.006_bib109) 2009; 135 Bordoloi (10.1016/j.geotexmem.2019.01.006_bib11) 2015; 85 Wijerathna (10.1016/j.geotexmem.2019.01.006_bib104) 2018; 4 Michalowski (10.1016/j.geotexmem.2019.01.006_bib70) 2018; 144 Han (10.1016/j.geotexmem.2019.01.006_bib41) 2002; 128 Balaam (10.1016/j.geotexmem.2019.01.006_bib7) 1981; 5 Chen (10.1016/j.geotexmem.2019.01.006_bib18) 2008; 45 Rowe (10.1016/j.geotexmem.2019.01.006_bib79) 2015; 52 Terzaghi (10.1016/j.geotexmem.2019.01.006_bib91) 1943 Debnath (10.1016/j.geotexmem.2019.01.006_bib27) 2017; 24 Wang (10.1016/j.geotexmem.2019.01.006_bib102) 2018; 144 Zhao (10.1016/j.geotexmem.2019.01.006_bib123) 2017; 92 Zhou (10.1016/j.geotexmem.2019.01.006_bib126) 2012; 13 Mehdizadeh (10.1016/j.geotexmem.2019.01.006_bib69) 2018; 18 Girout (10.1016/j.geotexmem.2019.01.006_bib39) 2018; 25 Wang (10.1016/j.geotexmem.2019.01.006_bib134) 2019 Yu (10.1016/j.geotexmem.2019.01.006_bib117) 2017; 17 Girout (10.1016/j.geotexmem.2019.01.006_bib38) 2016; 142 Jamsawang (10.1016/j.geotexmem.2019.01.006_bib50) 2016; 72 Hong (10.1016/j.geotexmem.2019.01.006_bib45) 2014; 140 Ali (10.1016/j.geotexmem.2019.01.006_bib4) 2012; 19 Plaut (10.1016/j.geotexmem.2019.01.006_bib76) 2010; 17 Das (10.1016/j.geotexmem.2019.01.006_bib23) 2017; 35 Feng (10.1016/j.geotexmem.2019.01.006_bib33) 2017; 87 Liu (10.1016/j.geotexmem.2019.01.006_bib62) 2007; 133 Yang (10.1016/j.geotexmem.2019.01.006_bib106) 2013; 139 Da Silva (10.1016/j.geotexmem.2019.01.006_bib22) 2017; 45 Yin (10.1016/j.geotexmem.2019.01.006_bib115) 2017; 143 Okyay (10.1016/j.geotexmem.2019.01.006_bib74) 2014; 140 Van Eekelen (10.1016/j.geotexmem.2019.01.006_bib95) 2012; 32 Liyanapathirana (10.1016/j.geotexmem.2019.01.006_bib66) 2016; 44 Zhu (10.1016/j.geotexmem.2019.01.006_bib129) 2017; 13 Iglesia (10.1016/j.geotexmem.2019.01.006_bib48) 2014; 140 Van Eekelen (10.1016/j.geotexmem.2019.01.006_bib92) 2016; 143 Zhuang (10.1016/j.geotexmem.2019.01.006_bib131) 2016; 16 Zhou (10.1016/j.geotexmem.2019.01.006_bib128) 2017; 5 Jones (10.1016/j.geotexmem.2019.01.006_bib54) 2010; 17 Su (10.1016/j.geotexmem.2019.01.006_bib85) 2010; 37 Zhang (10.1016/j.geotexmem.2019.01.006_bib121) 2016; 77 Basack (10.1016/j.geotexmem.2019.01.006_bib8) 2015; 142 Premkumar (10.1016/j.geotexmem.2019.01.006_bib77) 2016; 28 Wang (10.1016/j.geotexmem.2019.01.006_bib101) 2018 Suleiman (10.1016/j.geotexmem.2019.01.006_bib86) 2016; 142 Ghazavi (10.1016/j.geotexmem.2019.01.006_bib35) 2018; 46 Alamgir (10.1016/j.geotexmem.2019.01.006_bib3) 1996; 18 Zhao (10.1016/j.geotexmem.2019.01.006_bib122) 2016; 40 Karim (10.1016/j.geotexmem.2019.01.006_bib56) 2011; 48 Yu (10.1016/j.geotexmem.2019.01.006_bib118) 2016; 44 Zhou (10.1016/j.geotexmem.2019.01.006_bib125) 2011; 48 Hewlett (10.1016/j.geotexmem.2019.01.006_bib42) 1988; 21 Yapage (10.1016/j.geotexmem.2019.01.006_bib108) 2015; 15 Feng (10.1016/j.geotexmem.2019.01.006_bib32) 2015; 43 Nordic Geosynthetic Group (10.1016/j.geotexmem.2019.01.006_bib73) 2003 Indraratna (10.1016/j.geotexmem.2019.01.006_bib49) 2018; 30 Bhasi (10.1016/j.geotexmem.2019.01.006_bib9) 2015; 43 Jelušič (10.1016/j.geotexmem.2019.01.006_bib51) 2018 Liu (10.1016/j.geotexmem.2019.01.006_bib65) 2017; 45 Smith (10.1016/j.geotexmem.2019.01.006_bib83) 2007; 14 Chen (10.1016/j.geotexmem.2019.01.006_bib133) 2019 Wang (10.1016/j.geotexmem.2019.01.006_bib100) 2018 Halvordson (10.1016/j.geotexmem.2019.01.006_bib40) 2010; 17 Yapage (10.1016/j.geotexmem.2019.01.006_bib107) 2014; 21 |
| References_xml | – volume: 137 start-page: 1103 year: 2011 end-page: 1113 ident: bib114 article-title: Modeling time-dependent behavior of soft sensitive clay publication-title: J. Geotech. Geoenviron. Eng. – volume: 61 start-page: 13 year: 2014 end-page: 23 ident: bib59 article-title: DEM analysis of “soil”-arching within geogrid-reinforced and unreinforced pile-supported embankments publication-title: Comput. Geotech. – volume: 43 start-page: 484 year: 2015 end-page: 492 ident: bib116 article-title: Settlement behavior of embankment on geosynthetic-encased stone column installed soft ground – a numerical investigation publication-title: Geotext. Geomembranes – volume: 142 start-page: 1 year: 2016 end-page: 10 ident: bib38 article-title: Arching and deformation in a piled embankment: centrifuge tests compared to analytical calculations publication-title: J. Geotech. Geoenviron. Eng. – volume: 128 start-page: 44 year: 2002 end-page: 53 ident: bib41 article-title: Numerical analysis of geosynthetic-reinforced and pile-supported earth platforms over soft soil publication-title: J. Geotech. Geoenviron. Eng. – year: 2018 ident: bib100 article-title: Full-scale model study on variations of soil stress in geosynthetic-reinforced pile-supported track-bed with water level change and loading cycles publication-title: Can. Geotech. J. – year: 2018 ident: bib101 article-title: Investigation on soil-geogrid interaction at various influencing factors by pullout tests with applications of FBG sensors publication-title: J. Mater. Civ. Eng. – volume: 134 start-page: 185 year: 2008 end-page: 194 ident: bib89 article-title: Simplified plane-strain modeling of stone-column reinforced ground publication-title: J. Geotech. Geoenviron. Eng. – volume: 46 start-page: 312 year: 2018 end-page: 318 ident: bib35 article-title: Bearing capacity of horizontally layered geosynthetic reinforced stone columns publication-title: Geotext. Geomembranes – volume: 45 start-page: 447 year: 2017 end-page: 461 ident: bib22 article-title: The effect of geotextile reinforcement and prefabricated vertical drains on the stability and settlement of embankments publication-title: Geotext. Geomembranes – volume: 17 start-page: 59 year: 2010 end-page: 67 ident: bib54 article-title: Analysis of geosynthetic reinforcement in pile-supported embankments. Part I: 3D plate model publication-title: Geosynth. Int. – volume: 44 start-page: 157 year: 2016 end-page: 169 ident: bib21 article-title: Tensile force of geogrids embedded in pile-supported reinforced embankment: a full-scale experimental study publication-title: Geotext. Geomembranes – volume: 44 start-page: 59 year: 2016 end-page: 69 ident: bib66 article-title: Application of EPS geofoam in attenuating ground vibrations during vibratory pile driving publication-title: Geotext. Geomembranes – volume: 26 start-page: 317 year: 2008 end-page: 334 ident: bib60 article-title: Effects of viscous behavior of geosynthetic reinforcement and foundation soils on the performance of reinforced embankments publication-title: Geotext. Geomembranes – volume: 139 start-page: 1443 year: 2013 end-page: 1453 ident: bib106 article-title: Analytical model for resilient modulus and permanent deformation of geosynthetic-reinforced unbound granular material publication-title: J. Geotech. Geoenviron. Eng. – volume: 35 start-page: 479 year: 2008 end-page: 488 ident: bib124 article-title: A simple mathematical model for soil nail and soil interaction analysis publication-title: Comput. Geotech. – volume: 25 start-page: 1413 year: 2009 end-page: 1435 ident: bib110 article-title: Micromechanical analysis of kinematic hardening in natural clay publication-title: Int. J. Plast. – volume: 47 start-page: 1933 year: 2010 end-page: 1951 ident: bib111 article-title: Micromechanical modelling for effect of inherent anisotropy on cyclic behaviour of sand publication-title: Int. J. Solid Struct. – volume: 35 start-page: 707 year: 2017 end-page: 730 ident: bib23 article-title: Modeling of stone column-supported embankment under axi-symmetric condition publication-title: Geotech. Geol. Eng. – volume: 21 start-page: 151 year: 2003 end-page: 175 ident: bib43 article-title: Geosynthetic reinforced embankments on soft clay foundations: predicting reinforcement strains at failure publication-title: Geotext. Geomembranes – volume: 140 year: 2014 ident: bib48 article-title: Investigation of soil arching with centrifuge tests publication-title: J. Geotech. Geoenviron. Eng. – volume: 48 start-page: 741 year: 2011 end-page: 753 ident: bib56 article-title: Predicting the long-term performance of a geogrid-reinforced embankment on soft soil using two-dimensional finite element analysis publication-title: Can. Geotech. J. – volume: 52 start-page: 671 year: 2015 end-page: 681 ident: bib120 article-title: Time-dependent pullout behavior of glass fiber reinforced polymer (GFRP) soil nail in sand publication-title: Can. Geotech. J. – volume: 45 start-page: 570 year: 2017 end-page: 579 ident: bib34 article-title: An analytical method for predicting load acting on geosynthetic overlying voids publication-title: Geotext. Geomembranes – volume: 16 start-page: 4016011 year: 2016 ident: bib131 article-title: Finite-element analysis on the effect of subsoil in reinforced piled embankments and comparison with theoretical method predictions publication-title: Int. J. GeoMech. – volume: 14 start-page: 13 year: 2007 end-page: 22 ident: bib83 article-title: Axisymmetric numerical modeling of a unit cell in geosyn thetic-reinforced, column-supported embankments publication-title: Geosynth. Int. – year: 1943 ident: bib91 article-title: Theoretical Soil Mechanics – volume: 45 start-page: 307 year: 2017 end-page: 319 ident: bib65 article-title: Long-term reinforcement strains for column supported embankments with viscous reinforcement by FEM publication-title: Geotext. Geomembranes – volume: 71 start-page: 147 year: 2016 end-page: 158 ident: bib61 article-title: Performance of reinforced, DMM column-supported embankment considering reinforcement viscosity and subsoil's decreasing hydraulic conductivity publication-title: Comput. Geotech. – volume: 39 start-page: 78 year: 2013 end-page: 102 ident: bib96 article-title: An analytical model for arching in piled embankments publication-title: Geotext. Geomembranes – volume: 17 start-page: 1 year: 2017 end-page: 16 ident: bib117 article-title: Influence of selection of soil and interface properties on numerical results of two soil – geosynthetic interaction problems publication-title: Int. J. Geomech. ASCE – volume: 138 start-page: 718 year: 2012 end-page: 727 ident: bib63 article-title: Field investigations on performance of T-shaped deep mixed soil cement column supported embankments over soft ground publication-title: J. Geotech. Geoenviron. Eng. – volume: 27 start-page: 39 year: 2009 end-page: 52 ident: bib2 article-title: A simplified method for analysis of a piled embankment reinforced with geosynthetics publication-title: Geotext. Geomembranes – volume: 143 start-page: 769 year: 2016 end-page: 781 ident: bib10 article-title: Preliminary testing on high-speed railway substructure due to water level changes publication-title: Procedia Eng – volume: 72 start-page: 42 year: 2016 end-page: 56 ident: bib50 article-title: Three-dimensional numerical analysis of a DCM column-supported highway embankment publication-title: Comput. Geotech. – volume: 17 start-page: 4016082 year: 2017 ident: bib36 article-title: Analytical solution to analyze LTP on column-improved soft soil considering soil nonlinearity publication-title: Int. J. GeoMech. – volume: 44 start-page: 504 year: 2016 end-page: 514 ident: bib84 article-title: Limit analysis of reinforced embankments on soft soil publication-title: Geotext. Geomembranes – volume: 44 start-page: 381 year: 2016 end-page: 395 ident: bib99 article-title: Load transfer mechanisms in geotextile-reinforced embankments overlying voids: numerical approach and design publication-title: Geotext. Geomembranes – volume: 45 start-page: 508 year: 2017 end-page: 536 ident: bib37 article-title: Analytical study for double-layer geosynthetic reinforced load transfer platform on column improved soft soil publication-title: Geotext. Geomembranes – volume: 42 start-page: 154 year: 2014 end-page: 165 ident: bib132 article-title: A simplified model to analyze the reinforced piled embankments publication-title: Geotext. Geomembranes – volume: 44 start-page: 845 year: 2016 end-page: 853 ident: bib1 article-title: Performance of geosynthetic reinforced/stabilized paved roads built over soft soil under cyclic plate loads publication-title: Geotext. Geomembranes – volume: 19 start-page: 292 year: 2012 end-page: 305 ident: bib4 article-title: Model tests on geosynthetic-reinforced stone columns: a comparative study publication-title: Geosynth. Int. – volume: 27 start-page: 272 year: 2009 end-page: 280 ident: bib46 article-title: 3D coupled mechanical and hydraulic modeling of a geosynthetic-reinforced deep mixed column-supported embankment publication-title: Geotext. Geomembranes – volume: 140 year: 2014 ident: bib74 article-title: Centrifuge modeling of a pile-supported granular earth-platform publication-title: J. Geotech. Geoenviron. Eng. – volume: 138 start-page: 551 year: 2012 end-page: 561 ident: bib13 article-title: Performance of pile-supported embankment over soft soil: full-scale experiment publication-title: J. Geotech. Geoenviron. Eng. – volume: 37 start-page: 2943 year: 2013 end-page: 2960 ident: bib26 article-title: Analysis of stone column-supported geosynthetic-reinforced embankments publication-title: Appl. Math. Model. – volume: 45 start-page: 23 year: 2017 end-page: 33 ident: bib30 article-title: Laboratory and field investigation of the effect of geogrid-reinforced ballast on railway track lateral resistance publication-title: Geotext. Geomembranes – volume: 43 start-page: 317 year: 2015 end-page: 331 ident: bib32 article-title: Deformation analysis of a geosynthetic material subjected to two adjacent voids publication-title: Geotext. Geomembranes – volume: 143 start-page: 607 year: 2016 end-page: 614 ident: bib127 article-title: Three-dimensional finite element modelling of soil arching in pile-supported geogrid-reinforced embankments publication-title: Procedia Eng – volume: 46 start-page: 611 year: 2018 end-page: 624 ident: bib75 article-title: Investigation of load transfer mechanisms in granular platforms reinforced by geosynthetics above cavities publication-title: Geotext. Geomembranes – volume: 92 start-page: 96 year: 2017 end-page: 107 ident: bib123 article-title: A simplified axisymmetric model for column supported embankment systems publication-title: Comput. Geotech. – volume: 45 start-page: 1 year: 2017 end-page: 10 ident: bib31 article-title: Load transfer mechanism and deformation of reinforced piled embankments publication-title: Geotext. Geomembranes – volume: 21 start-page: 213 year: 2014 end-page: 232 ident: bib107 article-title: A parametric study of geosynthetic-reinforced column-supported embankments publication-title: Geosynth. Int. – volume: 85 start-page: 218 year: 2015 end-page: 222 ident: bib11 article-title: Study on the efficacy of harmful weed species Eicchornia crassipes for soil reinforcement publication-title: Ecol. Eng. – volume: 37 start-page: 555 year: 2010 end-page: 564 ident: bib85 article-title: Influences of overburden pressure and soil dilation on soil nail pull-out resistance publication-title: Comput. Geotech. – volume: 29 start-page: 345 year: 2011 end-page: 359 ident: bib93 article-title: Analysis and modification of the British Standard BS8006 for the design of piled embankments publication-title: Geotext. Geomembranes – volume: 4 year: 2018 ident: bib104 article-title: Reliability-based performance of embankments improved with deep mixing considering spatial variability of material properties publication-title: ASCE-ASME J. Risk Uncertain. Eng. Syst. Part A Civ. Eng. – volume: 44 start-page: 332 year: 2016 end-page: 343 ident: bib118 article-title: Modified unit cell approach for modelling geosynthetic-reinforced column-supported embankments publication-title: Geotext. Geomembranes – volume: 17 start-page: 59 year: 2010 end-page: 67 ident: bib40 article-title: Analysis of geosynthetic reinforcement in pile-supported embankments. Part II: 3D plate model publication-title: Geosynth. Int. – volume: 144 year: 2018 ident: bib70 article-title: Failure and remedy of column-supported embankment: case study publication-title: J. Geotech. Geoenviron. Eng. – volume: 35 start-page: 1682 year: 2011 end-page: 1702 ident: bib113 article-title: Multiscale modeling of a sensitive marine clay publication-title: Int. J. Numer. Anal. Methods GeoMech. – volume: 34 start-page: 3871 year: 2010 end-page: 3883 ident: bib25 article-title: A mathematical model to study the soil arching effect in stone column-supported embankment resting on soft foundation soil publication-title: Appl. Math. Model. – volume: 21 start-page: 352 year: 2014 end-page: 363 ident: bib87 article-title: Experimental and numerical study on lateral behaviour of geosynthetic-reinforced pile foundation system publication-title: Geosynth. Int. – volume: 1–19 year: 2017 ident: bib57 article-title: Serviceability design for geosynthetic reinforced column supported embankments publication-title: Geotext. Geomembranes – volume: 40 start-page: 9254 year: 2016 end-page: 9268 ident: bib122 article-title: A dual beam model for geosynthetic-reinforced granular fill on an elastic foundation publication-title: Appl. Math. Model. – volume: 142 year: 2016 ident: bib86 article-title: Installation effects of controlled modulus column ground improvement piles on surrounding soil publication-title: J. Geotech. Geoenviron. Eng. – volume: 42 start-page: 339 year: 2018 end-page: 357 ident: bib53 article-title: Analysis of soil-structural interface behavior using three-dimensional DEM simulations publication-title: Int. J. Numer. Anal. Methods GeoMech. – volume: 136 start-page: 777 year: 2010 end-page: 785 ident: bib19 article-title: Field tests on pile-supported embankments over soft ground publication-title: J. Geotech. Geoenviron. Eng. – volume: 87 start-page: 188 year: 2017 end-page: 197 ident: bib33 article-title: Estimation of arching effect in geosynthetic-reinforced structures publication-title: Comput. Geotech. – volume: 45 start-page: 611 year: 2008 end-page: 623 ident: bib18 article-title: A theoretical solution for pile-supported embankments on soft soils under one-dimensional compression publication-title: Can. Geotech. J. – volume: 18 start-page: 267 year: 1996 end-page: 290 ident: bib3 article-title: Deformation analysis of soft ground reinforced by columnar inclusions publication-title: Comput. Geotech. – volume: 9 start-page: 499 year: 2014 end-page: 511 ident: bib52 article-title: Numerical analysis of a pile-slab-supported railway embankment publication-title: Acta Geotech – year: 2010 ident: bib29 article-title: Emfehlungen für den entwurf und die berechnung von erdkorpern mit bewehrungen aus geokunststoffen. EBGEO, 2 – volume: 13 start-page: 557 year: 2017 end-page: 573 ident: bib129 article-title: Deformation mechanism of strain localization in 2D numerical interface tests publication-title: Acta Geotech – volume: 20 start-page: 421 year: 2013 end-page: 435 ident: bib6 article-title: Effect of geosynthetic creep on reinforced pile-supported embankment systems publication-title: Geosynth. Int. – volume: 44 start-page: 442 year: 2016 end-page: 456 ident: bib47 article-title: Load transfer mechanisms in geotextile-reinforced embankments overlying voids: experimental and analytical approaches publication-title: Geotext. Geomembranes – volume: 55 start-page: 172 year: 2014 end-page: 186 ident: bib44 article-title: Assessment of soil-pile-structure interaction influencing seismic response of mid-rise buildings sitting on floating pile foundations publication-title: Comput. Geotech. – year: 2019 ident: bib134 article-title: Estimating static and dynamic stresses in geosynthetic-reinforced pile-supported track-bed under train moving loads publication-title: J. Geotech. Geoenviron. Eng. – volume: 13 start-page: 813 year: 1994 end-page: 825 ident: bib82 article-title: A generalized mechanical model for geosynthetic-reinforced foundation soil publication-title: Geotext. Geomembranes – volume: 13 start-page: 888 year: 2012 end-page: 894 ident: bib126 article-title: A semi-analytical method for the analysis of pile-supported embankments publication-title: J. Zhejiang Univ. - Sci. – volume: 143 start-page: 582 year: 2016 end-page: 589 ident: bib92 article-title: The 2016-update of the Dutch design guideline for basal reinforced piled embankments publication-title: Procedia Eng – volume: 12 start-page: 50 year: 2005 end-page: 85 ident: bib78 article-title: Geosynthetic-reinforced embankments over soft foundations publication-title: Geosynth. Int. – volume: 142 start-page: 1 year: 2015 end-page: 15 ident: bib8 article-title: Modeling the performance of stone column – reinforced soft ground under static and cyclic loads publication-title: J. Geotech. Geoenviron. Eng. – volume: 19 start-page: 4014062 year: 2015 ident: bib119 article-title: Experimental investigation of pullout behavior of fiber-reinforced polymer reinforcements in sand publication-title: J. Compos. Construct. – volume: 48 start-page: 557 year: 2011 end-page: 567 ident: bib125 article-title: Finite element modelling of pullout testing on a soil nail in a pullout box under different overburden and grouting pressures publication-title: Can. Geotech. J. – volume: 26 start-page: 164 year: 2008 end-page: 174 ident: bib17 article-title: An experimental investigation of soil arching within basal reinforced and unreinforced piled embankments publication-title: Geotext. Geomembranes – volume: 144 year: 2018 ident: bib102 article-title: Long-term performance of pile-supported ballastless track-bed at various water levels publication-title: J. Geotech. Geoenviron. Eng. – year: 2018 ident: bib51 article-title: Optimal design of piled embankments with basal reinforcement publication-title: Geosynth. Int. – volume: 24 start-page: 575 year: 2017 end-page: 589 ident: bib27 article-title: Bearing capacity of reinforced and unreinforced sand beds over stone columns in soft clay publication-title: Geosynth. Int. – volume: 29 start-page: 6017003 year: 2017 ident: bib28 article-title: Shear and compression characteristics of recycled glass-tire mixtures publication-title: J. Mater. Civ. Eng. – volume: 25 start-page: 242 year: 2018 end-page: 258 ident: bib90 article-title: Large-scale tests to assess the efficiency of a geosynthetic reinforcement over a cavity publication-title: Geosynth. Int. – volume: 8 start-page: 672 year: 2016 end-page: 688 ident: bib81 article-title: Stone column settlement performance in structured anisotropic clays: the influence of creep publication-title: J. Rock Mech. Geotech. Eng. – volume: 113 start-page: 62 year: 2018 end-page: 70 ident: bib12 article-title: Measurement of mechanical characteristics of fiber from a novel invasive weed: a comprehensive comparison with fibers from agricultural crops publication-title: Meas. J. Int. Meas. Confed. – volume: 43 start-page: 56 year: 2015 end-page: 81 ident: bib97 article-title: Validation of analytical models for the design of basal reinforced piled embankments publication-title: Geotext. Geomembranes – year: 2003 ident: bib73 article-title: Nordic Guidelines for Reinforced Soils and Fills – volume: 30 year: 2018 ident: bib49 article-title: Performance of rubber tire-confined capping layer under cyclic loading for railroad conditions publication-title: J. Mater. Civ. Eng. – volume: 23 start-page: 140 year: 2016 end-page: 153 ident: bib105 article-title: Scaled model tests on influence factors of full geosynthetic-reinforced pile-supported embankments publication-title: Geosynth. Int. – volume: 30 start-page: 04015047 year: 2016 ident: bib20 article-title: Probabilistic analytical model for settlement risk assessment of high-speed railway subgrade publication-title: J. Perform. Constr. Facil. – volume: 32 start-page: 82 year: 2012 end-page: 94 ident: bib95 article-title: Model experiments on piled embankments. Part II publication-title: Geotext. Geomembranes – volume: 17 start-page: 77 year: 2010 end-page: 85 ident: bib76 article-title: Analysis of geosynthetic reinforcement in pile-supported embankments part III: axisymmetrical mdoel publication-title: Geosynth. Int. – volume: 73 start-page: 199 year: 2016 end-page: 209 ident: bib80 article-title: Evolution of soil arching; 2D DEM simulations publication-title: Comput. Geotech. – volume: 5 start-page: 130 year: 2017 end-page: 134 ident: bib128 article-title: Group effect on soil arching in geogrid-reinforced pile-supported embankments publication-title: Japanese Geotech. Soc. Spec. Publ. – volume: 52 start-page: 1725 year: 2015 end-page: 1733 ident: bib64 article-title: Grouted gravel column-supported highway embankment over soft clay: case study publication-title: Can. Geotech. J. – volume: 77 start-page: 11 year: 2016 end-page: 25 ident: bib121 article-title: Arching in geogrid-reinforced pile-supported embankments over silty clay of medium compressibility: field data and analytical solution publication-title: Comput. Geotech. – volume: 54 start-page: 1054 year: 2014 end-page: 1069 ident: bib55 article-title: Displacements of column-supported embankments over soft clay after widening considering soil consolidation and column layout: numerical analysis publication-title: Soils Found. – volume: 141 year: 2015 ident: bib71 article-title: Earth pressure reduction system using geogrid- reinforced platform bridging for buried utilities publication-title: J. Geotech. Geoenviron. Eng. – volume: 25 start-page: 37 year: 2018 end-page: 49 ident: bib39 article-title: Geosynthetic reinforcement of pile-supported embankments publication-title: Geosynth. Int. – volume: 28 start-page: 4015179 year: 2016 ident: bib77 article-title: Experimental study on contact erosion failure in pavement embankment with dispersive clay publication-title: J. Mater. Civ. Eng. – year: 2010 ident: bib15 article-title: Code of Practice for Strengthened/reinforced Soils and Other Fills – volume: 17 start-page: 4016035 year: 2017 ident: bib24 article-title: Response of cylindrical storage tank foundation resting on tensionless stone column-improved soil publication-title: Int. J. GeoMech. – start-page: 1 year: 2017 end-page: 15 ident: bib98 article-title: Long term measurements in the Woerden geosynthetic-reinforced pile-supported embankment publication-title: Geosynth. Int. – volume: 43 start-page: 524 year: 2015 end-page: 536 ident: bib9 article-title: Numerical study of basal reinforced embankments supported on floating/end bearing piles considering pile–soil interaction publication-title: Geotext. Geomembranes – volume: 52 start-page: 2041 year: 2015 end-page: 2054 ident: bib79 article-title: Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment publication-title: Can. Geotech. J. – volume: 52 start-page: 1629 year: 2015 end-page: 1635 ident: bib130 article-title: Three-dimensional behavior of biaxial geogrid in a piled embankment: numerical investigation publication-title: Can. Geotech. J. – volume: 140 year: 2014 ident: bib45 article-title: Full-scale tests on embankments founded on piled beams publication-title: J. Geotech. Geoenviron. Eng. – volume: 18 start-page: 4017160 year: 2018 ident: bib69 article-title: Progressive internal erosion in a gap-graded internally unstable soil: mechanical and geometrical effects publication-title: Int. J. GeoMech. – volume: 4017007 start-page: 1 year: 2017 end-page: 22 ident: bib72 article-title: Influence of size and load-bearing mechanism of piles on seismic performance of buildings considering soil-pile-structure interaction publication-title: Int. J. GeoMech. – volume: 45 start-page: 320 year: 2017 end-page: 330 ident: bib68 article-title: Investigation of soil-geosynthetic-structure interaction associated with induced trench installation publication-title: Geotext. Geomembranes – volume: 15 start-page: 4014047 year: 2015 ident: bib108 article-title: Numerical modeling of geotextile-reinforced embankments over deep cement mixed columns incorporating strain-softening behavior of columns publication-title: Int. J. GeoMech. – volume: 47 start-page: 665 year: 2010 end-page: 677 ident: bib112 article-title: An anisotropic elastic-viscoplastic model for soft clays publication-title: Int. J. Solid Struct. – volume: 120 start-page: 1917 year: 1994 end-page: 1938 ident: bib67 article-title: Arching in piled embankments publication-title: J. Geotech. Eng. – volume: 55 start-page: 792 year: 2018 end-page: 809 ident: bib58 article-title: Geosynthetic reinforced column supported embankments and the role of ground improvement installation effects publication-title: Can. Geotech. J. – volume: 5 start-page: 379 year: 1981 end-page: 403 ident: bib7 article-title: Analysis of rigid rafts supported by granular piles publication-title: Int. J. Numer. Anal. Methods GeoMech. – volume: 143 start-page: C4016006 year: 2017 ident: bib115 article-title: Modeling mechanical behavior of very coarse granular materials publication-title: J. Eng. Mech. – volume: 23 start-page: 348 year: 2016 end-page: 361 ident: bib16 article-title: Field test of a geogrid-reinforced and floating pile-supported embankment publication-title: Geosynth. Int. – volume: 24 start-page: 293 year: 2017 end-page: 305 ident: bib14 article-title: Pile-supported embankment over soft soil for a high-speed line publication-title: Geosynth. Int. – year: 2019 ident: bib133 article-title: Modeling geogrid pullout behavior in sand using the discrete element method and the effect of tensile stiffness publication-title: Int. J. Geomech – volume: 55 start-page: 17 year: 2015 end-page: 34 ident: bib5 article-title: Review of existing design methods for geosynthetic-reinforced pile-supported embankments publication-title: Soils Found. – volume: 32 start-page: 69 year: 2012 end-page: 81 ident: bib94 article-title: Model experiments on piled embankments. Part I publication-title: Geotext. Geomembranes – start-page: 1 year: 2014 end-page: 11 ident: bib103 article-title: Experimental investigation of pavement behavior after embankment widening using a fiber optic sensor network publication-title: Struct. Health Monit. – volume: 21 start-page: 12 year: 1988 end-page: 18 ident: bib42 article-title: Analysis of piled embankments publication-title: Gr. Eng. – volume: 133 start-page: 1483 year: 2007 end-page: 1493 ident: bib62 article-title: Performance of a geogrid-reinforced and pile-supported highway embankment over soft clay: case study publication-title: J. Geotech. Geoenviron. Eng. – volume: 55 start-page: 427 year: 2018 end-page: 436 ident: bib88 article-title: Experimental simulation and mathematical modelling of clogging in stone column publication-title: Can. Geotech. J. – volume: 135 start-page: 1198 year: 2009 end-page: 1208 ident: bib109 article-title: Influence of grouting pressure and overburden stress on the interface resistance of a soil nail publication-title: J. Geotech. Geoenviron. Eng. – year: 2010 ident: 10.1016/j.geotexmem.2019.01.006_bib15 – volume: 5 start-page: 379 year: 1981 ident: 10.1016/j.geotexmem.2019.01.006_bib7 article-title: Analysis of rigid rafts supported by granular piles publication-title: Int. J. Numer. Anal. Methods GeoMech. doi: 10.1002/nag.1610050405 – volume: 32 start-page: 69 year: 2012 ident: 10.1016/j.geotexmem.2019.01.006_bib94 article-title: Model experiments on piled embankments. Part I publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2011.11.002 – volume: 52 start-page: 671 year: 2015 ident: 10.1016/j.geotexmem.2019.01.006_bib120 article-title: Time-dependent pullout behavior of glass fiber reinforced polymer (GFRP) soil nail in sand publication-title: Can. Geotech. J. doi: 10.1139/cgj-2013-0381 – volume: 19 start-page: 292 year: 2012 ident: 10.1016/j.geotexmem.2019.01.006_bib4 article-title: Model tests on geosynthetic-reinforced stone columns: a comparative study publication-title: Geosynth. Int. doi: 10.1680/gein.12.00016 – volume: 44 start-page: 157 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib21 article-title: Tensile force of geogrids embedded in pile-supported reinforced embankment: a full-scale experimental study publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2015.08.001 – volume: 28 start-page: 4015179 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib77 article-title: Experimental study on contact erosion failure in pavement embankment with dispersive clay publication-title: J. Mater. Civ. Eng. doi: 10.1061/(ASCE)MT.1943-5533.0001452 – volume: 12 start-page: 50 year: 2005 ident: 10.1016/j.geotexmem.2019.01.006_bib78 article-title: Geosynthetic-reinforced embankments over soft foundations publication-title: Geosynth. Int. doi: 10.1680/gein.2005.12.1.50 – volume: 43 start-page: 56 year: 2015 ident: 10.1016/j.geotexmem.2019.01.006_bib97 article-title: Validation of analytical models for the design of basal reinforced piled embankments publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2014.10.002 – volume: 17 start-page: 59 year: 2010 ident: 10.1016/j.geotexmem.2019.01.006_bib54 article-title: Analysis of geosynthetic reinforcement in pile-supported embankments. Part I: 3D plate model publication-title: Geosynth. Int. doi: 10.1680/gein.2010.17.2.59 – volume: 85 start-page: 218 year: 2015 ident: 10.1016/j.geotexmem.2019.01.006_bib11 article-title: Study on the efficacy of harmful weed species Eicchornia crassipes for soil reinforcement publication-title: Ecol. Eng. doi: 10.1016/j.ecoleng.2015.09.082 – volume: 47 start-page: 1933 year: 2010 ident: 10.1016/j.geotexmem.2019.01.006_bib111 article-title: Micromechanical modelling for effect of inherent anisotropy on cyclic behaviour of sand publication-title: Int. J. Solid Struct. doi: 10.1016/j.ijsolstr.2010.03.028 – volume: 44 start-page: 59 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib66 article-title: Application of EPS geofoam in attenuating ground vibrations during vibratory pile driving publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2015.06.007 – volume: 16 start-page: 4016011 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib131 article-title: Finite-element analysis on the effect of subsoil in reinforced piled embankments and comparison with theoretical method predictions publication-title: Int. J. GeoMech. doi: 10.1061/(ASCE)GM.1943-5622.0000628 – volume: 32 start-page: 82 year: 2012 ident: 10.1016/j.geotexmem.2019.01.006_bib95 article-title: Model experiments on piled embankments. Part II publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2011.11.003 – volume: 20 start-page: 421 year: 2013 ident: 10.1016/j.geotexmem.2019.01.006_bib6 article-title: Effect of geosynthetic creep on reinforced pile-supported embankment systems publication-title: Geosynth. Int. doi: 10.1680/gein.13.00029 – volume: 21 start-page: 213 year: 2014 ident: 10.1016/j.geotexmem.2019.01.006_bib107 article-title: A parametric study of geosynthetic-reinforced column-supported embankments publication-title: Geosynth. Int. doi: 10.1680/gein.14.00010 – volume: 143 start-page: C4016006 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib115 article-title: Modeling mechanical behavior of very coarse granular materials publication-title: J. Eng. Mech. doi: 10.1061/(ASCE)EM.1943-7889.0001059 – volume: 44 start-page: 845 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib1 article-title: Performance of geosynthetic reinforced/stabilized paved roads built over soft soil under cyclic plate loads publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2016.06.009 – volume: 46 start-page: 312 year: 2018 ident: 10.1016/j.geotexmem.2019.01.006_bib35 article-title: Bearing capacity of horizontally layered geosynthetic reinforced stone columns publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2018.01.002 – volume: 21 start-page: 12 year: 1988 ident: 10.1016/j.geotexmem.2019.01.006_bib42 article-title: Analysis of piled embankments publication-title: Gr. Eng. – volume: 26 start-page: 317 year: 2008 ident: 10.1016/j.geotexmem.2019.01.006_bib60 article-title: Effects of viscous behavior of geosynthetic reinforcement and foundation soils on the performance of reinforced embankments publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2007.12.002 – volume: 135 start-page: 1198 year: 2009 ident: 10.1016/j.geotexmem.2019.01.006_bib109 article-title: Influence of grouting pressure and overburden stress on the interface resistance of a soil nail publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0000045 – volume: 45 start-page: 307 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib65 article-title: Long-term reinforcement strains for column supported embankments with viscous reinforcement by FEM publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2017.04.003 – volume: 138 start-page: 718 year: 2012 ident: 10.1016/j.geotexmem.2019.01.006_bib63 article-title: Field investigations on performance of T-shaped deep mixed soil cement column supported embankments over soft ground publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0000625 – volume: 120 start-page: 1917 year: 1994 ident: 10.1016/j.geotexmem.2019.01.006_bib67 article-title: Arching in piled embankments publication-title: J. Geotech. Eng. doi: 10.1061/(ASCE)0733-9410(1994)120:11(1917) – volume: 45 start-page: 447 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib22 article-title: The effect of geotextile reinforcement and prefabricated vertical drains on the stability and settlement of embankments publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2017.07.001 – volume: 142 start-page: 1 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib38 article-title: Arching and deformation in a piled embankment: centrifuge tests compared to analytical calculations publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0001557 – volume: 19 start-page: 4014062 year: 2015 ident: 10.1016/j.geotexmem.2019.01.006_bib119 article-title: Experimental investigation of pullout behavior of fiber-reinforced polymer reinforcements in sand publication-title: J. Compos. Construct. doi: 10.1061/(ASCE)CC.1943-5614.0000526 – volume: 52 start-page: 1725 year: 2015 ident: 10.1016/j.geotexmem.2019.01.006_bib64 article-title: Grouted gravel column-supported highway embankment over soft clay: case study publication-title: Can. Geotech. J. doi: 10.1139/cgj-2014-0284 – volume: 13 start-page: 888 year: 2012 ident: 10.1016/j.geotexmem.2019.01.006_bib126 article-title: A semi-analytical method for the analysis of pile-supported embankments publication-title: J. Zhejiang Univ. - Sci. doi: 10.1631/jzus.A12ISGT4 – volume: 45 start-page: 611 year: 2008 ident: 10.1016/j.geotexmem.2019.01.006_bib18 article-title: A theoretical solution for pile-supported embankments on soft soils under one-dimensional compression publication-title: Can. Geotech. J. doi: 10.1139/T08-003 – volume: 44 start-page: 381 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib99 article-title: Load transfer mechanisms in geotextile-reinforced embankments overlying voids: numerical approach and design publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2016.01.007 – volume: 140 year: 2014 ident: 10.1016/j.geotexmem.2019.01.006_bib48 article-title: Investigation of soil arching with centrifuge tests publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0000998 – volume: 143 start-page: 582 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib92 article-title: The 2016-update of the Dutch design guideline for basal reinforced piled embankments publication-title: Procedia Eng doi: 10.1016/j.proeng.2016.06.077 – volume: 92 start-page: 96 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib123 article-title: A simplified axisymmetric model for column supported embankment systems publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2017.07.027 – volume: 25 start-page: 1413 year: 2009 ident: 10.1016/j.geotexmem.2019.01.006_bib110 article-title: Micromechanical analysis of kinematic hardening in natural clay publication-title: Int. J. Plast. doi: 10.1016/j.ijplas.2008.11.009 – volume: 42 start-page: 339 year: 2018 ident: 10.1016/j.geotexmem.2019.01.006_bib53 article-title: Analysis of soil-structural interface behavior using three-dimensional DEM simulations publication-title: Int. J. Numer. Anal. Methods GeoMech. doi: 10.1002/nag.2745 – year: 2003 ident: 10.1016/j.geotexmem.2019.01.006_bib73 – volume: 48 start-page: 557 year: 2011 ident: 10.1016/j.geotexmem.2019.01.006_bib125 article-title: Finite element modelling of pullout testing on a soil nail in a pullout box under different overburden and grouting pressures publication-title: Can. Geotech. J. doi: 10.1139/t10-086 – volume: 30 start-page: 04015047 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib20 article-title: Probabilistic analytical model for settlement risk assessment of high-speed railway subgrade publication-title: J. Perform. Constr. Facil. doi: 10.1061/(ASCE)CF.1943-5509.0000789 – volume: 134 start-page: 185 year: 2008 ident: 10.1016/j.geotexmem.2019.01.006_bib89 article-title: Simplified plane-strain modeling of stone-column reinforced ground publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)1090-0241(2008)134:2(185) – volume: 17 start-page: 4016082 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib36 article-title: Analytical solution to analyze LTP on column-improved soft soil considering soil nonlinearity publication-title: Int. J. GeoMech. doi: 10.1061/(ASCE)GM.1943-5622.0000751 – volume: 46 start-page: 611 year: 2018 ident: 10.1016/j.geotexmem.2019.01.006_bib75 article-title: Investigation of load transfer mechanisms in granular platforms reinforced by geosynthetics above cavities publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2018.04.015 – volume: 13 start-page: 813 year: 1994 ident: 10.1016/j.geotexmem.2019.01.006_bib82 article-title: A generalized mechanical model for geosynthetic-reinforced foundation soil publication-title: Geotext. Geomembranes doi: 10.1016/0266-1144(94)00018-9 – volume: 5 start-page: 130 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib128 article-title: Group effect on soil arching in geogrid-reinforced pile-supported embankments publication-title: Japanese Geotech. Soc. Spec. Publ. – volume: 25 start-page: 242 year: 2018 ident: 10.1016/j.geotexmem.2019.01.006_bib90 article-title: Large-scale tests to assess the efficiency of a geosynthetic reinforcement over a cavity publication-title: Geosynth. Int. doi: 10.1680/jgein.18.00005 – volume: 27 start-page: 272 year: 2009 ident: 10.1016/j.geotexmem.2019.01.006_bib46 article-title: 3D coupled mechanical and hydraulic modeling of a geosynthetic-reinforced deep mixed column-supported embankment publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2009.01.001 – year: 2018 ident: 10.1016/j.geotexmem.2019.01.006_bib101 article-title: Investigation on soil-geogrid interaction at various influencing factors by pullout tests with applications of FBG sensors publication-title: J. Mater. Civ. Eng. – volume: 15 start-page: 4014047 year: 2015 ident: 10.1016/j.geotexmem.2019.01.006_bib108 article-title: Numerical modeling of geotextile-reinforced embankments over deep cement mixed columns incorporating strain-softening behavior of columns publication-title: Int. J. GeoMech. doi: 10.1061/(ASCE)GM.1943-5622.0000341 – volume: 113 start-page: 62 year: 2018 ident: 10.1016/j.geotexmem.2019.01.006_bib12 article-title: Measurement of mechanical characteristics of fiber from a novel invasive weed: a comprehensive comparison with fibers from agricultural crops publication-title: Meas. J. Int. Meas. Confed. doi: 10.1016/j.measurement.2017.08.044 – volume: 141 year: 2015 ident: 10.1016/j.geotexmem.2019.01.006_bib71 article-title: Earth pressure reduction system using geogrid- reinforced platform bridging for buried utilities publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0001307 – volume: 44 start-page: 332 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib118 article-title: Modified unit cell approach for modelling geosynthetic-reinforced column-supported embankments publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2016.01.003 – volume: 17 start-page: 1 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib117 article-title: Influence of selection of soil and interface properties on numerical results of two soil – geosynthetic interaction problems publication-title: Int. J. Geomech. ASCE doi: 10.1061/(ASCE)GM.1943-5622.0000847 – volume: 17 start-page: 59 year: 2010 ident: 10.1016/j.geotexmem.2019.01.006_bib40 article-title: Analysis of geosynthetic reinforcement in pile-supported embankments. Part II: 3D plate model publication-title: Geosynth. Int. doi: 10.1680/gein.2010.17.2.68 – volume: 44 start-page: 442 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib47 article-title: Load transfer mechanisms in geotextile-reinforced embankments overlying voids: experimental and analytical approaches publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2015.06.005 – volume: 18 start-page: 267 year: 1996 ident: 10.1016/j.geotexmem.2019.01.006_bib3 article-title: Deformation analysis of soft ground reinforced by columnar inclusions publication-title: Comput. Geotech. doi: 10.1016/0266-352X(95)00034-8 – volume: 61 start-page: 13 year: 2014 ident: 10.1016/j.geotexmem.2019.01.006_bib59 article-title: DEM analysis of “soil”-arching within geogrid-reinforced and unreinforced pile-supported embankments publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2014.04.007 – volume: 39 start-page: 78 year: 2013 ident: 10.1016/j.geotexmem.2019.01.006_bib96 article-title: An analytical model for arching in piled embankments publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2013.07.005 – volume: 42 start-page: 154 year: 2014 ident: 10.1016/j.geotexmem.2019.01.006_bib132 article-title: A simplified model to analyze the reinforced piled embankments publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2014.01.002 – start-page: 1 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib98 article-title: Long term measurements in the Woerden geosynthetic-reinforced pile-supported embankment publication-title: Geosynth. Int. doi: 10.1680/jgein.17.00022 – volume: 52 start-page: 2041 year: 2015 ident: 10.1016/j.geotexmem.2019.01.006_bib79 article-title: Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment publication-title: Can. Geotech. J. doi: 10.1139/cgj-2014-0506 – volume: 21 start-page: 352 year: 2014 ident: 10.1016/j.geotexmem.2019.01.006_bib87 article-title: Experimental and numerical study on lateral behaviour of geosynthetic-reinforced pile foundation system publication-title: Geosynth. Int. doi: 10.1680/gein.14.00023 – volume: 24 start-page: 293 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib14 article-title: Pile-supported embankment over soft soil for a high-speed line publication-title: Geosynth. Int. – volume: 37 start-page: 555 year: 2010 ident: 10.1016/j.geotexmem.2019.01.006_bib85 article-title: Influences of overburden pressure and soil dilation on soil nail pull-out resistance publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2010.03.004 – volume: 143 start-page: 607 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib127 article-title: Three-dimensional finite element modelling of soil arching in pile-supported geogrid-reinforced embankments publication-title: Procedia Eng. doi: 10.1016/j.proeng.2016.06.081 – volume: 47 start-page: 665 year: 2010 ident: 10.1016/j.geotexmem.2019.01.006_bib112 article-title: An anisotropic elastic-viscoplastic model for soft clays publication-title: Int. J. Solid Struct. doi: 10.1016/j.ijsolstr.2009.11.004 – volume: 30 issue: 3 year: 2018 ident: 10.1016/j.geotexmem.2019.01.006_bib49 article-title: Performance of rubber tire-confined capping layer under cyclic loading for railroad conditions publication-title: J. Mater. Civ. Eng. doi: 10.1061/(ASCE)MT.1943-5533.0002199 – volume: 17 start-page: 77 year: 2010 ident: 10.1016/j.geotexmem.2019.01.006_bib76 article-title: Analysis of geosynthetic reinforcement in pile-supported embankments part III: axisymmetrical mdoel publication-title: Geosynth. Int. doi: 10.1680/gein.2010.17.2.77 – volume: 55 start-page: 792 year: 2018 ident: 10.1016/j.geotexmem.2019.01.006_bib58 article-title: Geosynthetic reinforced column supported embankments and the role of ground improvement installation effects publication-title: Can. Geotech. J. doi: 10.1139/cgj-2017-0036 – volume: 23 start-page: 140 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib105 article-title: Scaled model tests on influence factors of full geosynthetic-reinforced pile-supported embankments publication-title: Geosynth. Int. doi: 10.1680/jgein.15.00038 – volume: 143 start-page: 769 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib10 article-title: Preliminary testing on high-speed railway substructure due to water level changes publication-title: Procedia Eng doi: 10.1016/j.proeng.2016.06.124 – volume: 142 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib86 article-title: Installation effects of controlled modulus column ground improvement piles on surrounding soil publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0001384 – start-page: 1 year: 2014 ident: 10.1016/j.geotexmem.2019.01.006_bib103 article-title: Experimental investigation of pavement behavior after embankment widening using a fiber optic sensor network publication-title: Struct. Health Monit. – year: 2019 ident: 10.1016/j.geotexmem.2019.01.006_bib134 article-title: Estimating static and dynamic stresses in geosynthetic-reinforced pile-supported track-bed under train moving loads publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0002056 – volume: 136 start-page: 777 year: 2010 ident: 10.1016/j.geotexmem.2019.01.006_bib19 article-title: Field tests on pile-supported embankments over soft ground publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0000295 – volume: 45 start-page: 23 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib30 article-title: Laboratory and field investigation of the effect of geogrid-reinforced ballast on railway track lateral resistance publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2016.11.003 – volume: 45 start-page: 508 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib37 article-title: Analytical study for double-layer geosynthetic reinforced load transfer platform on column improved soft soil publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2017.06.006 – volume: 17 start-page: 4016035 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib24 article-title: Response of cylindrical storage tank foundation resting on tensionless stone column-improved soil publication-title: Int. J. GeoMech. doi: 10.1061/(ASCE)GM.1943-5622.0000697 – volume: 25 start-page: 37 year: 2018 ident: 10.1016/j.geotexmem.2019.01.006_bib39 article-title: Geosynthetic reinforcement of pile-supported embankments publication-title: Geosynth. Int. doi: 10.1680/jgein.17.00032 – volume: 43 start-page: 484 year: 2015 ident: 10.1016/j.geotexmem.2019.01.006_bib116 article-title: Settlement behavior of embankment on geosynthetic-encased stone column installed soft ground – a numerical investigation publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2015.07.014 – volume: 128 start-page: 44 year: 2002 ident: 10.1016/j.geotexmem.2019.01.006_bib41 article-title: Numerical analysis of geosynthetic-reinforced and pile-supported earth platforms over soft soil publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)1090-0241(2002)128:1(44) – volume: 55 start-page: 172 year: 2014 ident: 10.1016/j.geotexmem.2019.01.006_bib44 article-title: Assessment of soil-pile-structure interaction influencing seismic response of mid-rise buildings sitting on floating pile foundations publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2013.08.011 – volume: 24 start-page: 575 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib27 article-title: Bearing capacity of reinforced and unreinforced sand beds over stone columns in soft clay publication-title: Geosynth. Int. doi: 10.1680/jgein.17.00024 – volume: 48 start-page: 741 year: 2011 ident: 10.1016/j.geotexmem.2019.01.006_bib56 article-title: Predicting the long-term performance of a geogrid-reinforced embankment on soft soil using two-dimensional finite element analysis publication-title: Can. Geotech. J. doi: 10.1139/t10-104 – volume: 37 start-page: 2943 year: 2013 ident: 10.1016/j.geotexmem.2019.01.006_bib26 article-title: Analysis of stone column-supported geosynthetic-reinforced embankments publication-title: Appl. Math. Model. doi: 10.1016/j.apm.2012.07.002 – volume: 140 year: 2014 ident: 10.1016/j.geotexmem.2019.01.006_bib74 article-title: Centrifuge modeling of a pile-supported granular earth-platform publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0001004 – volume: 140 year: 2014 ident: 10.1016/j.geotexmem.2019.01.006_bib45 article-title: Full-scale tests on embankments founded on piled beams publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0001145 – volume: 9 start-page: 499 year: 2014 ident: 10.1016/j.geotexmem.2019.01.006_bib52 article-title: Numerical analysis of a pile-slab-supported railway embankment publication-title: Acta Geotech doi: 10.1007/s11440-013-0285-9 – year: 2019 ident: 10.1016/j.geotexmem.2019.01.006_bib133 article-title: Modeling geogrid pullout behavior in sand using the discrete element method and the effect of tensile stiffness publication-title: Int. J. Geomech doi: 10.1061/(ASCE)GM.1943-5622.0001424 – year: 2010 ident: 10.1016/j.geotexmem.2019.01.006_bib29 – volume: 87 start-page: 188 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib33 article-title: Estimation of arching effect in geosynthetic-reinforced structures publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2017.02.014 – volume: 29 start-page: 6017003 issue: 6 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib28 article-title: Shear and compression characteristics of recycled glass-tire mixtures publication-title: J. Mater. Civ. Eng. doi: 10.1061/(ASCE)MT.1943-5533.0001857 – volume: 138 start-page: 551 year: 2012 ident: 10.1016/j.geotexmem.2019.01.006_bib13 article-title: Performance of pile-supported embankment over soft soil: full-scale experiment publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0000561 – volume: 34 start-page: 3871 year: 2010 ident: 10.1016/j.geotexmem.2019.01.006_bib25 article-title: A mathematical model to study the soil arching effect in stone column-supported embankment resting on soft foundation soil publication-title: Appl. Math. Model. doi: 10.1016/j.apm.2010.03.026 – volume: 43 start-page: 317 year: 2015 ident: 10.1016/j.geotexmem.2019.01.006_bib32 article-title: Deformation analysis of a geosynthetic material subjected to two adjacent voids publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2015.04.007 – volume: 44 start-page: 504 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib84 article-title: Limit analysis of reinforced embankments on soft soil publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2016.01.008 – volume: 144 year: 2018 ident: 10.1016/j.geotexmem.2019.01.006_bib102 article-title: Long-term performance of pile-supported ballastless track-bed at various water levels publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0001890 – volume: 77 start-page: 11 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib121 article-title: Arching in geogrid-reinforced pile-supported embankments over silty clay of medium compressibility: field data and analytical solution publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2016.03.007 – volume: 23 start-page: 348 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib16 article-title: Field test of a geogrid-reinforced and floating pile-supported embankment publication-title: Geosynth. Int. doi: 10.1680/jgein.16.00002 – volume: 54 start-page: 1054 year: 2014 ident: 10.1016/j.geotexmem.2019.01.006_bib55 article-title: Displacements of column-supported embankments over soft clay after widening considering soil consolidation and column layout: numerical analysis publication-title: Soils Found. doi: 10.1016/j.sandf.2014.11.002 – volume: 133 start-page: 1483 year: 2007 ident: 10.1016/j.geotexmem.2019.01.006_bib62 article-title: Performance of a geogrid-reinforced and pile-supported highway embankment over soft clay: case study publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)1090-0241(2007)133:12(1483) – volume: 18 start-page: 4017160 year: 2018 ident: 10.1016/j.geotexmem.2019.01.006_bib69 article-title: Progressive internal erosion in a gap-graded internally unstable soil: mechanical and geometrical effects publication-title: Int. J. GeoMech. doi: 10.1061/(ASCE)GM.1943-5622.0001085 – volume: 142 start-page: 1 year: 2015 ident: 10.1016/j.geotexmem.2019.01.006_bib8 article-title: Modeling the performance of stone column – reinforced soft ground under static and cyclic loads publication-title: J. Geotech. Geoenviron. Eng. – volume: 72 start-page: 42 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib50 article-title: Three-dimensional numerical analysis of a DCM column-supported highway embankment publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2015.11.006 – volume: 13 start-page: 557 issue: 3 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib129 article-title: Deformation mechanism of strain localization in 2D numerical interface tests publication-title: Acta Geotech doi: 10.1007/s11440-017-0561-1 – volume: 1–19 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib57 article-title: Serviceability design for geosynthetic reinforced column supported embankments publication-title: Geotext. Geomembranes – volume: 137 start-page: 1103 year: 2011 ident: 10.1016/j.geotexmem.2019.01.006_bib114 article-title: Modeling time-dependent behavior of soft sensitive clay publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0000527 – volume: 8 start-page: 672 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib81 article-title: Stone column settlement performance in structured anisotropic clays: the influence of creep publication-title: J. Rock Mech. Geotech. Eng. doi: 10.1016/j.jrmge.2016.05.004 – year: 2018 ident: 10.1016/j.geotexmem.2019.01.006_bib100 article-title: Full-scale model study on variations of soil stress in geosynthetic-reinforced pile-supported track-bed with water level change and loading cycles publication-title: Can. Geotech. J. – volume: 45 start-page: 1 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib31 article-title: Load transfer mechanism and deformation of reinforced piled embankments publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2016.11.002 – volume: 4017007 start-page: 1 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib72 article-title: Influence of size and load-bearing mechanism of piles on seismic performance of buildings considering soil-pile-structure interaction publication-title: Int. J. GeoMech. – volume: 43 start-page: 524 year: 2015 ident: 10.1016/j.geotexmem.2019.01.006_bib9 article-title: Numerical study of basal reinforced embankments supported on floating/end bearing piles considering pile–soil interaction publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2015.05.003 – volume: 55 start-page: 17 year: 2015 ident: 10.1016/j.geotexmem.2019.01.006_bib5 article-title: Review of existing design methods for geosynthetic-reinforced pile-supported embankments publication-title: Soils Found. doi: 10.1016/j.sandf.2014.12.002 – volume: 35 start-page: 1682 year: 2011 ident: 10.1016/j.geotexmem.2019.01.006_bib113 article-title: Multiscale modeling of a sensitive marine clay publication-title: Int. J. Numer. Anal. Methods GeoMech. doi: 10.1002/nag.977 – volume: 27 start-page: 39 year: 2009 ident: 10.1016/j.geotexmem.2019.01.006_bib2 article-title: A simplified method for analysis of a piled embankment reinforced with geosynthetics publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2008.05.002 – volume: 21 start-page: 151 year: 2003 ident: 10.1016/j.geotexmem.2019.01.006_bib43 article-title: Geosynthetic reinforced embankments on soft clay foundations: predicting reinforcement strains at failure publication-title: Geotext. Geomembranes doi: 10.1016/S0266-1144(03)00006-2 – volume: 14 start-page: 13 year: 2007 ident: 10.1016/j.geotexmem.2019.01.006_bib83 article-title: Axisymmetric numerical modeling of a unit cell in geosyn thetic-reinforced, column-supported embankments publication-title: Geosynth. Int. doi: 10.1680/gein.2007.14.1.13 – volume: 4 year: 2018 ident: 10.1016/j.geotexmem.2019.01.006_bib104 article-title: Reliability-based performance of embankments improved with deep mixing considering spatial variability of material properties publication-title: ASCE-ASME J. Risk Uncertain. Eng. Syst. Part A Civ. Eng. doi: 10.1061/AJRUA6.0000987 – volume: 26 start-page: 164 year: 2008 ident: 10.1016/j.geotexmem.2019.01.006_bib17 article-title: An experimental investigation of soil arching within basal reinforced and unreinforced piled embankments publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2007.05.004 – volume: 144 year: 2018 ident: 10.1016/j.geotexmem.2019.01.006_bib70 article-title: Failure and remedy of column-supported embankment: case study publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0001839 – volume: 35 start-page: 707 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib23 article-title: Modeling of stone column-supported embankment under axi-symmetric condition publication-title: Geotech. Geol. Eng. doi: 10.1007/s10706-016-0136-1 – volume: 45 start-page: 320 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib68 article-title: Investigation of soil-geosynthetic-structure interaction associated with induced trench installation publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2017.04.004 – year: 1943 ident: 10.1016/j.geotexmem.2019.01.006_bib91 – volume: 139 start-page: 1443 year: 2013 ident: 10.1016/j.geotexmem.2019.01.006_bib106 article-title: Analytical model for resilient modulus and permanent deformation of geosynthetic-reinforced unbound granular material publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)GT.1943-5606.0000879 – volume: 52 start-page: 1629 year: 2015 ident: 10.1016/j.geotexmem.2019.01.006_bib130 article-title: Three-dimensional behavior of biaxial geogrid in a piled embankment: numerical investigation publication-title: Can. Geotech. J. doi: 10.1139/cgj-2014-0538 – year: 2018 ident: 10.1016/j.geotexmem.2019.01.006_bib51 article-title: Optimal design of piled embankments with basal reinforcement publication-title: Geosynth. Int. doi: 10.1680/jgein.17.00039 – volume: 29 start-page: 345 year: 2011 ident: 10.1016/j.geotexmem.2019.01.006_bib93 article-title: Analysis and modification of the British Standard BS8006 for the design of piled embankments publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2011.02.001 – volume: 45 start-page: 570 year: 2017 ident: 10.1016/j.geotexmem.2019.01.006_bib34 article-title: An analytical method for predicting load acting on geosynthetic overlying voids publication-title: Geotext. Geomembranes doi: 10.1016/j.geotexmem.2017.07.007 – volume: 71 start-page: 147 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib61 article-title: Performance of reinforced, DMM column-supported embankment considering reinforcement viscosity and subsoil's decreasing hydraulic conductivity publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2015.09.006 – volume: 35 start-page: 479 year: 2008 ident: 10.1016/j.geotexmem.2019.01.006_bib124 article-title: A simple mathematical model for soil nail and soil interaction analysis publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2007.07.001 – volume: 55 start-page: 427 year: 2018 ident: 10.1016/j.geotexmem.2019.01.006_bib88 article-title: Experimental simulation and mathematical modelling of clogging in stone column publication-title: Can. Geotech. J. doi: 10.1139/cgj-2017-0271 – volume: 40 start-page: 9254 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib122 article-title: A dual beam model for geosynthetic-reinforced granular fill on an elastic foundation publication-title: Appl. Math. Model. doi: 10.1016/j.apm.2016.06.003 – volume: 73 start-page: 199 year: 2016 ident: 10.1016/j.geotexmem.2019.01.006_bib80 article-title: Evolution of soil arching; 2D DEM simulations publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2015.12.006 |
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| SubjectTerms | Axisymmetric modelling Column-supported embankment Columns (structural) Deformation Embankments Enlargement Full scale tests Geosynthetics Load transfer Mathematical analysis Mathematical models Modulus ratio Parameter estimation Reinforcement Shape functions Soil arching Soil investigations Soils Stiffness Stress ratio Tensile strength Unit cell |
| Title | A closed-form solution for column-supported embankments with geosynthetic reinforcement |
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