SOME OBSERVATIONS ON THE KINEMATIC NATURE OF SOIL STIFFNESS
The Paper attempts to describe soil stress-strain behaviour by defining, in normalised stress-space, an outer Bounding Surface and three characteristic Zones which sub-divide the permissable interior region. The types of behaviour exhibited within each Zone are illustrated using experimental data. I...
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| Published in | SOILS AND FOUNDATIONS Vol. 32; no. 2; pp. 111 - 124 |
|---|---|
| Main Author | |
| Format | Journal Article |
| Language | English |
| Published |
Tokyo
The Japanese Geotechnical Society
15.06.1992
Japanese Geotechnical Society |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0385-1621 0038-0806 |
| DOI | 10.3208/sandf1972.32.2_111 |
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| Abstract | The Paper attempts to describe soil stress-strain behaviour by defining, in normalised stress-space, an outer Bounding Surface and three characteristic Zones which sub-divide the permissable interior region. The types of behaviour exhibited within each Zone are illustrated using experimental data. It is demonstrated that the Zone boundaries, or Sub-Yield Surfaces, are mobile and may be both re-positioned and modified by moving the current stress point. This scheme is found to offer a powerful way of envisaging many poorly understood aspects of soil stress-strain behaviour. |
|---|---|
| AbstractList | The Paper attempts to describe soil stress-strain behaviour by defining, in normalised stress-space, an outer Bounding Surface and three characteristic Zones which sub-divide the permissable interior region. The types of behaviour exhibited within each Zone are illustrated using experimental data. It is demonstrated that the Zone boundaries, or Sub-Yield Surfaces, are mobile and may be both re-positioned and modified by moving the current stress point. This scheme is found to offer a powerful way of envisaging many poorly understood aspects of soil stress-strain behaviour. |
| Author | JARDINE, R.J. |
| Author_xml | – sequence: 1 fullname: JARDINE, R.J. |
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| Cites_doi | 10.1680/geot.1990.40.4.659 10.1520/GTJ10149J 10.1680/geot.1977.27.1.13 10.3208/sandf1972.27.4_123 10.1680/geot.1990.40.4.531 10.1680/geot.1984.34.3.323 10.1016/0148-9062(85)92065-0 10.1139/t89-064 10.1680/geot.1979.29.2.149 10.1680/geot.1986.36.3.377 10.1680/geot.1990.40.3.467 10.3208/sandf1972.18.39 |
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| Keywords | strain sedimentary rocks kinematics clastic sediments rigidity clay laboratory studies |
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Jardine (10.3208/sandf1972.32.2_111_bb0110) 1985 Gens (10.3208/sandf1972.32.2_111_bb0060) 1985; 2 Burland (10.3208/sandf1972.32.2_111_bb0035) 1979; 4 Ovando-Shelley (10.3208/sandf1972.32.2_111_bb0165) 1986 Jardine (10.3208/sandf1972.32.2_111_bb0125) 1986; 36 Bressani (10.3208/sandf1972.32.2_111_bb0030) 1990 Jardine (10.3208/sandf1972.32.2_111_bb0105) 1984; 34 Jardine (10.3208/sandf1972.32.2_111_bb0115) 1985; 22 Lo Presti (10.3208/sandf1972.32.2_111_bb0155) 1989 Shibuya (10.3208/sandf1972.32.2_111_bb0175) 1985 Bowden (10.3208/sandf1972.32.2_111_bb0025) 1964 Hight (10.3208/sandf1972.32.2_111_bb0085) 1987; 2 Shibuya (10.3208/sandf1972.32.2_111_bb0180) 1987; 27 Skinner (10.3208/sandf1972.32.2_111_bb0200) 1975 Tatsuoka (10.3208/sandf1972.32.2_111_bb0220) 1990; 13 Burland (10.3208/sandf1972.32.2_111_bb0045) 1991 Georgiannou (10.3208/sandf1972.32.2_111_bb0065) 1988 St. John (10.3208/sandf1972.32.2_111_bb0170) 1975 Hellings (10.3208/sandf1972.32.2_111_bb0075) 1988 Hight (10.3208/sandf1972.32.2_111_bb0080) 1985 Jardine (10.3208/sandf1972.32.2_111_bb0135) 1991 Dobry (10.3208/sandf1972.32.2_111_bb0050) 1982; 138 Jardine (10.3208/sandf1972.32.2_111_bb0120) 1985; 2 Iwasaki (10.3208/sandf1972.32.2_111_bb0095) 1978; 18 Johnson (10.3208/sandf1972.32.2_111_bb0140) 1985 Smith (10.3208/sandf1972.32.2_111_bb0205) 1992 Tatsuoka (10.3208/sandf1972.32.2_111_bb0225) 1990; 40 Yudhbir (10.3208/sandf1972.32.2_111_bb0235) 1989 Jardine (10.3208/sandf1972.32.2_111_bb0130) 1991; 1 Simpson (10.3208/sandf1972.32.2_111_bb0195) 1979; 24 Som (10.3208/sandf1972.32.2_111_bb0210) 1968 Arthur (10.3208/sandf1972.32.2_111_bb0020) 1977; 27 Al-Tabbaa (10.3208/sandf1972.32.2_111_bb0015) 1989 Mukabi (10.3208/sandf1972.32.2_111_bb0160) 1991 Atkinson (10.3208/sandf1972.32.2_111_bb0010) 1990; 40 Jamiolkowski (10.3208/sandf1972.32.2_111_bb0100) 1991; 2 Isenhower (10.3208/sandf1972.32.2_111_bb0090) 1981; II Leroueil (10.3208/sandf1972.32.2_111_bb0150) 1990; 40 Shibuya (10.3208/sandf1972.32.2_111_bb0185) 1990; 4 Takahashi (10.3208/sandf1972.32.2_111_bb0215) 1981 Burland (10.3208/sandf1972.32.2_111_bb0040) 1989; 26 Gens (10.3208/sandf1972.32.2_111_bb0055) 1982 Hardin (10.3208/sandf1972.32.2_111_bb0070) 1972; 98 Lee (10.3208/sandf1972.32.2_111_bb0145) 1985 Teachavorasinskun (10.3208/sandf1972.32.2_111_bb0230) 1989 Shibuya (10.3208/sandf1972.32.2_111_bb0190) 1991 |
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(1985): Contact Mechanics, Cambridge University Press. – reference: 1) Atkinson, J.H., Richardson, D. and Stallebrasse, S. E. (1990): "Effect of stress history on the stiffness of overconsolidated soil," Géotechnique Vol. 40, No. 4, pp. 531-540. – reference: 8) Burland, J.B. and Georgiannou, V.N. (1991): "Small strain stiffness under generalised stress changes," Proc. Xth ECSMFE, Florence, In Press. – reference: 14) Hellings, J.E. (1988): "The strength and stiffness of soils associated with excavations," PhD Thesis, University of London. – reference: 39) Skinner, A.E. (1975): The Effect of High Pore Water Pressures on the Mechanical Behaviour of Sediments, PhD Thesis, University of London. – reference: 5) Bressani, L.A. (1990): Experimental Properties of Bonded Soils, PhD Thesis, University of London. – reference: 15) Hight, D.W., Gens, A. and Jardine, R.J. (1985): "Evaluation of geotechnical parameters from triaxial tests on offshore clay," Soc. Underwater Technology, Conf on Offshore Site Investigations, Graham & Trotner, London, pp. 253-266. – reference: 17) Isenhower, W.M. and Stokoe, K.H. (1981): "Strainrate dependent shear modulus of San Francisco Bay Mud," Int. Conf. on Recent Advances in Earthquake Engineering and Soil Dynamics. University of Missouri-Rolla. Vol. II, pp. 597-602. – reference: 10) Gens, A. (1982): Stress-Strain and Strength Characteristics of a Low Plasticity Clay, PhD Thesis, University of London. – reference: 28) Lee, S.H.H. (1985): Investigation of Low-Amplitude Shear Wave Velocity in Anisotropic Material, PhD Thesis, University of Texas, Austin. – reference: 32) Ovando-Shelley, E. 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Eng., San Francisco – year: 1985 ident: 10.3208/sandf1972.32.2_111_bb0145 – year: 1986 ident: 10.3208/sandf1972.32.2_111_bb0165 – volume: 2 year: 1991 ident: 10.3208/sandf1972.32.2_111_bb0100 article-title: Design parameters from theory to practice – start-page: 197 year: 1991 ident: 10.3208/sandf1972.32.2_111_bb0135 article-title: Evaluating design parameters for multi-stage construction – year: 1968 ident: 10.3208/sandf1972.32.2_111_bb0210 – volume: 40 start-page: 659 issue: 4 year: 1990 ident: 10.3208/sandf1972.32.2_111_bb0225 article-title: Discussion on ‘An experimental and theoretical comparison between static and dynamic torsional tests’ publication-title: Géotechnique doi: 10.1680/geot.1990.40.4.659 – year: 1975 ident: 10.3208/sandf1972.32.2_111_bb0170 – volume: 13 start-page: 63 issue: 1 year: 1990 ident: 10.3208/sandf1972.32.2_111_bb0220 article-title: Discussion on ‘The use of Hall Effect Semiconductors in Geotechnical Instrumentation publication-title: Geotechnical Testing Journal, GTJODJ doi: 10.1520/GTJ10149J – start-page: 253 year: 1985 ident: 10.3208/sandf1972.32.2_111_bb0080 article-title: Evaluation of geotechnical parameters from triaxial tests on offshore clay – volume: II start-page: 597 year: 1981 ident: 10.3208/sandf1972.32.2_111_bb0090 article-title: Strain-rate dependent shear modulus of San Francisco Bay Mud – year: 1975 ident: 10.3208/sandf1972.32.2_111_bb0200 – volume: 2 start-page: 511 year: 1985 ident: 10.3208/sandf1972.32.2_111_bb0120 article-title: Field and laboratory measurements of soil stiffness – year: 1991 ident: 10.3208/sandf1972.32.2_111_bb0190 article-title: Elastic modulus of soils and rocks – volume: 27 start-page: 13 issue: 1 year: 1977 ident: 10.3208/sandf1972.32.2_111_bb0020 article-title: Induced anisotropy in sand publication-title: Géotechnique doi: 10.1680/geot.1977.27.1.13 – volume: 98 start-page: 603 issue: SM 6 year: 1972 ident: 10.3208/sandf1972.32.2_111_bb0070 article-title: Shear modulus and damping in soils: measurement and parameter effects publication-title: ASCE – volume: 27 start-page: 123 issue: 4 year: 1987 ident: 10.3208/sandf1972.32.2_111_bb0180 article-title: A bounding surface for granular materials publication-title: Soils and Foundations doi: 10.3208/sandf1972.27.4_123 – volume: 138 year: 1982 ident: 10.3208/sandf1972.32.2_111_bb0050 article-title: Prediction of pore water pressure build up and liquefaction of sands during earthquakes by the cyclic strain method – year: 1985 ident: 10.3208/sandf1972.32.2_111_bb0140 – volume: 40 start-page: 531 issue: 4 year: 1990 ident: 10.3208/sandf1972.32.2_111_bb0010 article-title: Effect of stress history on the stiffness of overconsolidated soil publication-title: Géotechnique doi: 10.1680/geot.1990.40.4.531 – volume: 34 start-page: 323 issue: 3 year: 1984 ident: 10.3208/sandf1972.32.2_111_bb0105 article-title: The measurement of soil stiffness in the triaxial apparatus publication-title: Géotechnique doi: 10.1680/geot.1984.34.3.323 – volume: 22 start-page: 331 issue: 5 year: 1985 ident: 10.3208/sandf1972.32.2_111_bb0115 article-title: The use of electrolevel gauges in triaxial tests on weak rock publication-title: Inst. J. Rock. Mech. Min. Sci. + Geomech. Abstr. doi: 10.1016/0148-9062(85)92065-0 – volume: 1 start-page: 223 year: 1991 ident: 10.3208/sandf1972.32.2_111_bb0130 article-title: Some practical applications of a non-linear ground model – year: 1989 ident: 10.3208/sandf1972.32.2_111_bb0155 – year: 1981 ident: 10.3208/sandf1972.32.2_111_bb0215 – year: 1991 ident: 10.3208/sandf1972.32.2_111_bb0160 article-title: Effect of strain rate on small strain stiffness of kaolin – year: 1964 ident: 10.3208/sandf1972.32.2_111_bb0025 – volume: 26 start-page: 499 issue: 4 year: 1989 ident: 10.3208/sandf1972.32.2_111_bb0040 article-title: Ninth Laurits Bjerrum Memorial Lecture: Small is beautiful-the stiffness of soils at small strains publication-title: Canadian Geotechnical Journal doi: 10.1139/t89-064 – year: 1991 ident: 10.3208/sandf1972.32.2_111_bb0045 article-title: Small strain stiffness under generalised stress changes – year: 1989 ident: 10.3208/sandf1972.32.2_111_bb0230 – year: 1990 ident: 10.3208/sandf1972.32.2_111_bb0030 – volume: 2 start-page: 33 year: 1987 ident: 10.3208/sandf1972.32.2_111_bb0085 article-title: The Behaviour of Soft Clays publication-title: Embankment on Soft Clays, Public Works Research Centre, Athens, Ch. – year: 1985 ident: 10.3208/sandf1972.32.2_111_bb0110 – year: 1992 ident: 10.3208/sandf1972.32.2_111_bb0205 – volume: 24 start-page: 149 issue: 2 year: 1979 ident: 10.3208/sandf1972.32.2_111_bb0195 article-title: Computer model for analysis of ground movements in London clay publication-title: Géotechnique doi: 10.1680/geot.1979.29.2.149 – volume: 36 start-page: 377 issue: 3 year: 1986 ident: 10.3208/sandf1972.32.2_111_bb0125 article-title: Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction publication-title: Géotechnique doi: 10.1680/geot.1986.36.3.377 – year: 1988 ident: 10.3208/sandf1972.32.2_111_bb0065 – volume: 40 start-page: 467 issue: 3 year: 1990 ident: 10.3208/sandf1972.32.2_111_bb0150 article-title: The general and congruent effects of structure in natural soils and weak rocks publication-title: Géotechnique doi: 10.1680/geot.1990.40.3.467 – year: 1985 ident: 10.3208/sandf1972.32.2_111_bb0175 – year: 1982 ident: 10.3208/sandf1972.32.2_111_bb0055 – volume: 18 start-page: 39 issue: 1 year: 1978 ident: 10.3208/sandf1972.32.2_111_bb0095 article-title: Shear moduli of sands under cyclic torsional loading publication-title: Soils and Foundations doi: 10.3208/sandf1972.18.39 – year: 1989 ident: 10.3208/sandf1972.32.2_111_bb0235 article-title: Recent developments in laboratory strength and deformation testing |
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| SubjectTerms | Earth sciences Earth, ocean, space Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology small strains, (IGC : D6/F6) |
| Title | SOME OBSERVATIONS ON THE KINEMATIC NATURE OF SOIL STIFFNESS |
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