A volume-stress model for sands under isotropic and critical stress states

Canadian Geotechnical Journal

Volumn 45, Issue 11, 2008, Pages 1639-1645

  Sheng, Daichao ^a   Yao, Yangping ^b   Carter, John P ^a  

^a UNIVERSITY OF NEWCASTLE   (Australia)

^b BEIHANG UNIVERSITY   (China)

Author keywords

Constitutive modelling; Particle crushing; Sand; Volumetric behaviour

Indexed keywords

CLAY MINERALS; CRITICAL CURRENT DENSITY (SUPERCONDUCTIVITY); DATA COMPRESSION; SAND; VOLUMETRIC ANALYSIS;

CLAY MODELS; CONSTITUTIVE MODELLING; CRITICAL STATES; CRITICAL STRESSES; EXPERIMENTAL DATUMS; GRANULAR SOILS; ISOTROPIC COMPRESSIONS; MEAN STRESSES; PARTICLE CRUSHING; STRESS MODELS; TRIAXIAL COMPRESSIONS; UNIQUE FEATURES; VOID RATIOS; VOLUME CHANGES; VOLUMETRIC BEHAVIOUR;

GEOLOGIC MODELS;

CAM-CLAY MODEL; COMPARATIVE STUDY; CONSTITUTIVE EQUATION; CRITICAL STATE; CRUSHING; EXPERIMENTAL STUDY; ISOTROPY; MODEL; SAND; STRESS; TRIAXIAL TEST; VOID RATIO;

EID: 55849105611     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/T08-085     Document Type: Article

References (29)

1. Asaoka, A. 2003. Consolidation of clay and compaction of sand, an elastoplastic description. In Proceedings of the 12th Asian Re-gional Conference on Soil Mechanics & Geotechnical Engineering. Edited by C.F. Leung, K.K. Phoon, Y.K. Chow, K.Y. Yong, and C.I. The. August 2003, Singapore, World Scientific, Vol. 2, pp. 1157-1196.
2. Bauer, E. 1996. Calibration of a comprehensive hypoplastic model for granular materials. Soils and Foundations, 36: 13-26.
3. Bauer, E., and Wu, W. 1993. A hypoplastic model for granular soils under cyclic loading. In Proceedings of International Workshop on Modern Approaches to Plasticity for Granular Materials. Edited by D. Kolymbas. Elsevier, pp. 247-259.
4. Been, K., and Jefferies, M.G. 1985. A state parameter for sands. Géotechnique, 35: 99-112.
5. Butterfield, R.A. 1979. Natural compression law of soils (an ad-vance on e - log p′). Géotechnique, 29: 469-480.
6. Carter, J.P., and Airey, D.W. 1994. The engineering behaviour of cemented marine carbonate soils. In Geotechnical Engineering - Emerging Trends in Design and Practice. Edited by K.R. Saxena. Oxford & IBH Publishing, New Delhi, pp. 65-102.
7. Chuhan, F.A., Kjeldstad, A., Bjørlykke, K., and Høeg, K. 2003. Experimental compression of loose sands: relevance to porosity reduction during burial in sedimentary basins. Canadian Geotechnical Journal, 40(5): 995-1011. doi:10.1139/t03-050.
8. Dafalias, Y.F. 1986. Bounding surface plasticity. I: mathematical foundation and hypoelasticity. Journal of Engineering Mechanics, 112(EM9): 966-987.
9. Einav, I. 2007. Breakage mechanics - Part I Theory. Journal of the Mechanics and Physics of Solids, doi:10.1016/j.jmps.2006.11.003.
10. Gudehus, G. 1996. A comprehensive constitutive equation for granular materials. Soils and Foundations, 36: 1-12.
11. Hashiguchi, K. 1995. On the linear relations of v-ln p and ln v - ln p for isotropic consolidation of soils. International Journal for Numerical and Analytical Methods in Geomechanics, 19: 367376. doi:10.1002/nag.1610190505.
12. Lade, 9.V., and Bopp, P.A. 2005. Relative density effects on drained sand behavior at high pressures. Soils and Foundations, 45: 1-13.
13. Lee, K.L., and Farhoomand, I. 1969. Compressibility and crushing of grannular soil in anisotropic triaxial compression. Canadian Geotechnical Journal, 4: 68-86. dc6:10.1139/t67-012.
14. Lee, K.L., and Seed, H.B. 1967. Drained strength characteristics of sands. Journal of the Soil Mechanics and Foundations Division, 93(SM6): 117-141.
15. Li, X.S., and Wang, Y. 1998. Linear representation of steady-state line for sand. Journal of Geotechnical Engineering, 124: 1215-1217.
16. McDowell, G.R. 2005. A physical justifation for loge - logσ based on fractal crushing and partical kinematics. Géotechnique, 55(9): 697-698. doi:10.1680/geot.2005.55.9.697.
17. McDowell, G.R., Bolton, M.D., and Robertson, D. 1996. The fractol crushing of granular materials. Journal of the Mechanics and Physics of Solids, 44: 2079-2102. doi:10.1016/S0022-5096(96) 00058-0.
18. Mitchell, J.K., and Soga, K. 2005. Fundamentals of soil behaviour. John Wiley & Sons, N.J.
19. Muir Wood, D. 1990. Soil behaviour and critical state soil mechanics. Cambridge University Press, Cambridge.
20. Pestana, J.M., and Whittle, A.J. 1995. Compression model for co-hesionless soils. Géotechnique, 45: 611-631.
21. Potts, D.M., and Zdravkovic, L. 2001. Finite element analysis in geotechnical engineering. Vol. 1. Theory. Thomas Telford, London.
22. Schofield, A.N., and Wroth, C.P. 1968. Critical state soil mechanics. McGraw-Hill, London.
23. Schultze, E., and Moussa, A. 1961. Factors affecting the compressibility of sand. In Proceedings of 5th International Conference on Soil Mechanics and Foundation Engineering, Paris. Vol. 1. pp. 335-340.
24. Verdugo, R., and Ishihara, K. 1996. The steady state of sandy soils. Soils and Foundations, 36: 81-91.
25. Vermeer, P.A. 1978. A double hardening model for sand. Géotechnique, 28: 413-433.
26. Wan, R.G., and Guo, P.J. 2004. Stress dilatancy and fabric dependencies of sand behaviour. Journal of Engineering Mechanics, 130(6): 635-645. doi:10.1061/(ASCE)0733-9399(2004)130:6(635).
27. Yamamuro, J.A., and Lade, P.V. 1996. Drained sand behavior in axisymmetric tests at high pressures. Journal of Geotechnical Engineering, 122(2): 109-119. doi:10.1061/(ASCE)0733-9410(1996)122:2(109).
28. Yao, Y.P., Sun, D.A., and Luo, T. 2004. A critical state model for sands dependent on stress and density. International Journal for Numerical and Analytical Methods in Geomechanics, 28: 323337. doi:10.1002/nag.340.
29. Yu, H.S. 1998. CASM: A unified state parameter model for clay and sand. International Journal for Numerical and Analytical Methods in Geomechanics, 22(8): 621-653. doi:10.1002/(SICI)1096-9853(199808)22:8<621::AID- NAG937>3.0.CO;2-8.