Modified UH model: Constitutive modeling of overconsolidated clays based on a parabolic Hvorslev envelope

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 138, Issue 7, 2012, Pages 860-868

  Yao, Yangping ^a   Gao, Zhiwei ^b   Zhao, Jidong ^b   Wan, Zheng ^a  

^a BEIHANG UNIVERSITY   (China)

^b HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

Author keywords

Clay; Critical state; Hvorslev envelope; Overconsolidation; Unified hardening

Indexed keywords

CLAY; CRITICAL CURRENT DENSITY (SUPERCONDUCTIVITY); GROUNDWATER; HARDENING; SOIL MECHANICS; STRESSES;

CRITICAL STATE; CRITICAL STATE SOIL MECHANICS; ENGINEERING APPLICATIONS; HVORSLEV ENVELOPE; MODIFIED CAM-CLAY MODEL; OVER CONSOLIDATION RATIO; OVERCONSOLIDATED CLAYS; OVERCONSOLIDATION;

CONSTITUTIVE MODELS;

CLAY; CONSTITUTIVE EQUATION; CRITICAL STATE; NUMERICAL MODEL; OVERCONSOLIDATION;

EID: 84876461383     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000649     Document Type: Article

References (59)

1. Alshibli, K. A., and Akbas, I. S. (2007). "Strain localization in clay: Plane strain versus triaxial loading conditions." Geotech. Geol. Eng., 25(1), 45-55.
2. Anandarajah, A. M., and Dafalias, Y. F. (1986). "Bounding surface plasticity. III: Application to anisotropic cohesive soils." J. Eng. Mech., 112(12), 1292-1318.
3. Asaoka, A., Nakano, M., and Noda, T. (2000). "Super loading yield surface concept for highly structured soil behaviour." Soils Found., 40(2), 99-110.
4. Atkinson, J. (2007). "Peak strength of overconsolidated clays." Geotechnique, 57(2), 127-135.
5. Banerjee, P. K., and Stipho, A. S. (1978). "Associated and non-associated constitutive relations for undrained behavior of isotropic soft clays." Int. J. Numer. Anal. Methods Geomech., 2(1), 35-56.
6. Banerjee, P. K., and Stipho, A. S. (1979). "An elastoplastic model for undrained behavior of heavily overconsolidated clay." Int. J. Numer. Anal. Methods Geomech., 3(1), 97-103.
7. Banerjee, P. K., and Yousif, N. B. (1986). "A plasticity model for the mechanical behavior of anisotropically consolidated clay." Int. J. Numer. Anal. Methods Geomech., 10(5), 521-541.
8. Bishop, A. W. (1971). "Shear strength parameters for undisturbed and remoulded soil specimens." Proc., Roscoe Memorial Symposium, 3-58.
9. Burland, J. B. (1990). "On the compressibility and shear strength of natural clays." Geotechnique, 40(3), 329-378.
10. Dafalias, Y. F. (1986). "Bounding surface plasticity. I: Mathematical formulation and hypoplasticity." J. Eng. Mech., 112(9), 966-987.
11. Dafalias, Y. F., and Herrmann, L. R. (1986). "Bounding surface plasticity. II: Application to isotropic cohesive soils." J. Eng. Mech., 112(12), 1263-1291.
12. Dafalias, Y. F., Manzari, M. T., and Papadimitriou, A. G. (2006). "SANICLAY: Simple anisotropic clay plasticity model." Int. J. Numer. Anal. Methods Geomech., 30(12), 1231-1257.
13. Dafalias, Y. F., and Popov, E. P. (1977). "Cyclic loading for materials with a vanishing elastic region." Nucl. Eng. Des., 41(2), 293-302.
14. Drucker, D. C., and Prager,W. (1952). "Soil mechanics and plastic analysis or limit design." Q. Appl. Math., 10(2), 157-165.
15. Gajo, A., and Muir Wood, D. (2001). "A new approach to anisotropic, bounding surface plasticity: general formulation and simulations of natural and reconstituted clay behaviour." Int. J. Numer. Anal. Methods Geomech., 25(3), 207-241.
16. Gao, Z. W., Zhao, J. D., and Yao, Y. P. (2010). "A generalized anisotropic failure criterion for geomaterials." Int. J. Solids Struct., 47(22-23), 3166-3185.
17. Habib, P. (1953). "Influence de la variation de la contrainte principale moyenne sur la résistance au cisaillement des sols." Proc., 3rd Int. Conf. on Soil Mechanics and Foundation Engineering, 1, 131-136.
18. Hashiguchi, K. (1978). "Plastic constitutive equations of granular materials." Proc., US-Japan Seminar on Continuum Mechanical and Statistical Approaches in the Mechanics of Granular Materials, Aachen, Germany, S. C. Cowin and M. Satake, eds., Balkema, Rotterdam, Netherlands, 435-439.
19. Hashiguchi, K. (1980). "Constitutive equations of elastoplastic materials with elasticoplastic transition." J. Appl. Mech., 47(2), 266-272.
20. Hashiguchi, K., and Chen, Z. P. (1998). "Elastoplastic constitutive equation of soils with the subloading surface and the rotational hardening." Int. J. Numer. Anal. Methods Geomech., 22(3), 197-227.
21. Hashiguchi, K., and Collins, I. F. (2001). "Stress rate-elastic stretching relations in elastoplastic constitutive equations for soils." Soils Found., 41(2), 77-87.
22. Hill, R. (1950). Mathematical theory of plasticity, Oxford University Press, Oxford, UK.
23. Jiang, J., and Ling, H. I. (2010). "A framework of an anisotropic elastoplastic model for clays." Mech. Res. Commun., 37(4), 394-398.
24. Lade, P. V., and Duncan, J. M. (1975). "Elastoplastic stress-strain theory for cohesionless soil." J. Geotech. Eng. Div., 101(10), 1037-1053.
25. Leroueil, S., and Vaughan,P. R. (1990). "Thegeneral and congruent effects of structure in natural soils and weak rocks." Geotechnique, 40(3), 467-488.
26. Ling, H. I., Yue, D. Y., Kaliakin, V. N., and Themelis, N. J. (2002). "Anisotropic elastoplastic bounding surface model for cohesive soils." J. Eng. Mech., 128(7), 748-758.
27. Matsuoka, H., and Nakai, T. (1974). "Stress-deformation and strength characteristics of soil under three different principal stresses." Proc. JSCE, 232, 59-70.
28. Mita, K. A., Dasari, G. R., and Lo, K. W. (2004). "Performance of a threedimensional Hvorslev-modified Cam-Clay model for overconsolidated clay." Int. J. Geomech., 4(4), 296-309.
29. Mróz, Z. (1967). "On the description of anisotropic workhardening." J. Mech. Phys. Solids, 15(3), 163-175.
30. Mróz, Z., Norris, V. A., and Zienkiewicz, O. C. (1978). "An anisotropic hardening model for soils and its application to cyclic loading." Int. J. Numer. Anal. Methods Geomech., 2(3), 203-221.
31. Mróz, Z., Norris, V. A., and Zienkiewicz, O. C. (1979). "Application of an anisotropic hardening model in the analysis of elasto-plastic deformation of soils." Geotechnique, 29(1), 1-34.
32. MuirWood, D. (1990). Critical state soil mechanics, Cambridge University Press, Cambridge, UK.
33. Nakai, T., and Hinokio, M. (2004). "A simple elastoplastic model for normally and over-consolidated soils with unified material parameters." Soils Found., 44(2), 53-70.
34. Palmer, A. C., and Rice, J. R. (1973). "The growth of slip surfaces in the progressive failure of over-consolidated clay." Proc. R. Soc. London, Ser. A, 332(1591), 527-548.
35. Parry, R. H. G. (1956). "Strength and deformation of clay." Ph.D. thesis, Univ. of London, London.
36. Pender, M. J. (1978). "A model for the behaviour for overconsolidated soil." Geotechnique, 28(1), 1-25.
37. Perry, J. (1994). "A technique for defining non-linear shear strength envelopes, and their incorporation in a slope stability method of analysis." Q. J. Eng. Geol. Hydrogeol., 27(3), 231-241.
38. Pestana, J. M., Whittle, A. J., and Gens, A. (2002). "Evaluation of a constitutive model for clays and sands: Part II-clay behaviour." Int. J. Numer. Anal. Methods Geomech., 26(11), 1123-1146.
39. Prashant, A., and Penumadu, D. (2004). "Effect of intermediate principal stress on overconsolidated Kaolin clay." J. Geotech. Geoenviron. Eng., 130(3), 284-292.
40. Roscoe, K. H., and Burland, J. B. (1968). ''On the generalized stress-strain behavior of wet clay.'' Engineering plasticity, J. Heyman and F. A. Leckie, eds., Cambridge University Press, Cambridge, UK, 535-609.
41. Roscoe, K. H., Schofield, A. N., and Thurairajah, A. (1963). "Yielding of clays in states wetter than critical." Geotechnique, 13(3), 211-240.
42. Roscoe, K. H., Schofield, A. N., and Wroth, C. P. (1958). "On the yielding of soils." Geotechnique, 8(1), 22-53.
43. Rouainia, M., and Muir Wood, D. (2000). "A kinematic hardening constitutive model for natural clays with loss of structure." Geotechnique, 50(2), 153-164.
44. Saada, A. S., Bianchini, G. F., and Liang, L. (1994). "Cracks, bifurcation and shear bands propagation in saturated clays." Geotechnique, 44(1), 35-64.
45. Schofield, A. N. (1980). "Cambridge geotechnical centrifuge operations." Geotechnique, 30(3), 227-268.
46. Schofield, A. N. (2006). "Interlocking, and peak and design strengths." Geotechnique, 56(5), 357-358.
47. Schofield, A. N., and Wroth, C. P. (1968). Critical state soil mechanics, McGraw-Hill, London.
48. Sekiguchi, H., and Ohta, K. (1977). "Induced anisotropy and time dependency in clays." Proc., 9th Int. Conf. on Soil Mechanics and Foundation Engineering, Special Session 9, Tokyo, 229-238.
49. Stipho, A. S. A. (1978). ''Experimental and theoretical investigation of the behavior of anisotropically consolidated kaolin.'' Ph.D. thesis, Univ. College of Cardiff, Cardiff, UK.
50. Taylor, D. W. (1948). Fundamentals of soil mechanics, Wiley, New York.
51. Whittle, A. J., and Kavvadas, M. J. (1994). "Formulation of MIT-E3 constitutive model for overconsolidated clays." J. Geotech. Eng., 120(1), 173-198.
52. Wroth, C. P., and Houlsby, G. T. (1985). "Soil mechanics: Property characterization and analysis procedures." Proc., 11th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol 1, San Francisco, 1-55.
53. Yao, Y. P., and Hou, W. (2008). "A unified hardening model for K0 overconsolidated clays." Chin. J. Geotech. Eng., 30(3), 316-322 (in Chinese).
54. Yao, Y. P., Hou, W., and Zhou, A. N. (2009). "UH model: Threedimensional unified hardening model for overconsolidated clays." Geotechnique, 59(5), 451-469.
55. Yao, Y. P., Lu, D. C., Zhou, A. N., and Zou, B. (2004). "Generalized nonlinear strength theory and transformed stress space." Sci. China, Ser. E: Technol. Sci., 47(6), 691-709.
56. Yao, Y. P., Matsuoka, H., and Sun, D. A. (1999). "A unified elastoplastic model for clay and sand with SMP criterion." Proc., 8th Australia-New Zealand Conf. on Geomechanics, Hobart, Australia, 2, 997-1003.
57. Yao, Y. P., and Sun, D. A. (2000). "Application of Lade's criterion to Cam-clay model." J. Eng. Mech., 126(1), 112-119.
58. Yao, Y. P., Zhou, A. N., and Lu, D. C. (2007). "Extended transformed stress space for geomaterials and its application." J. Eng. Mech., 133(10), 1115-1123.
59. Yu, H. S. (1998). "CASM: A unified state parameter model for clay and sand." Int. J. Numer. Anal. Methods Geomech., 22(8), 621-653.