A simple anisotropic bounding surface model for saturated clay considering the cyclic degradation

References

• Andersen, K. H. (2009). Bearing capacity under cyclic loadings-offshore, along the coast, and on land[J]. Canadian Geotechnical Journal, 46, 513–535.
   Web of Science ®Google Scholar
• Cheng, X., & Wang, J. (2016). An elastoplastic bounding surface model for the cyclic undrained behaviour of saturated soft clays[J]. Geomechanics and Engineering, 11, 325–343. doi: 10.12989/gae.2016.11.3.325
   Web of Science ®Google Scholar
• Dafalias, Y. F. (1986a). An anisotropic critical state soil plasticity model[J]. Mechanics Research Communications, 13, 341–347. doi: 10.1016/0093-6413(86)90047-9
   Web of Science ®Google Scholar
• Dafalias, Y. F. (1986b). Bounding surface plasticity. I: Mathematical foundation and hypoplasticity[J]. Journal of Engineering Mechanics, 112, 966–987. doi: 10.1061/(ASCE)0733-9399(1986)112:9(966)
   Web of Science ®Google Scholar
• Dafalias, Y. F., & Herrmann, L. R. (1986). Bounding surface plasticity. II: Application to isotropic cohesive soils[J]. Journal of Engineering Mechanics, 112, 1263–1291. doi: 10.1061/(ASCE)0733-9399(1986)112:12(1263)
   Web of Science ®Google Scholar
• Dafalias, Y. F., Manzari, M. T., & Papadimitriou, A. G. (2006). SANICLAY: Simple anisotropic clay plasticity model[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 30, 1231–1257. doi: 10.1002/nag.524
   Web of Science ®Google Scholar
• Dafalias, Y. F., & Taiebat, M. (2013). Anatomy of rotational hardening in clay plasticity[J]. Géotechnique, 63(16), 1406–1418. doi: 10.1680/geot.12.P.197
   Web of Science ®Google Scholar
• Gens, A. (1982). Stress–strain and strength of a low plasticity clay. Ph.D. Thesis, Imperial College, London University, 856.
   Google Scholar
• Guo, L., Wang, J., Cai, Y., Liu, H., Gao, Y., & Sun, H. (2013). Undrained deformation behavior of saturated soft clay under long-term cyclic loading[J]. Soil Dynamics and Earthquake Engineering, 50, 28–37. doi: 10.1016/j.soildyn.2013.01.029
   Web of Science ®Google Scholar
• Hashiguchi, K., & Chen, Z. P. (1998). Elastoplastic constitutive equation of soils with the subloading surface and the rotational hardening[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 22, 197–227. doi: 10.1002/(SICI)1096-9853(199803)22:3<197::AID-NAG914>3.0.CO;2-T
   Web of Science ®Google Scholar
• Hu, C., Liu, H., & Huang, W. (2012). Anisotropic bounding-surface plasticity model for the cyclic shakedown and degradation of saturated clay[J]. Computers and Geotechnics, 44, 34–47. doi: 10.1016/j.compgeo.2012.03.009
   Web of Science ®Google Scholar
• Huang, M., Liu, Y., & Sheng, D. (2011). Simulation of yielding and stress–strain behavior of Shanghai soft clay[J]. Computers and Geotechnics, 38, 341–353. doi: 10.1016/j.compgeo.2010.12.005
   Web of Science ®Google Scholar
• Hyodo, M., Yamamoto, Y., & Sugiyama, M. (1994). Undrained cyclic shear behaviour of normally consolidated clay subjected to initial static shear stress[J]. Soils and Foundations, 34, 1–11. doi: 10.3208/sandf1972.34.4_1
   Google Scholar
• Idriss, I. M., Dobry, R. M., & Doyle, E. H. (1976). Behavior of soft clays under earthquake loading conditions[C]//Offshore Technology Conference. Offshore Technology Conference.
   Google Scholar
• Jiang, J., Ling, H. I., & Kaliakin, V. N. (2012). An associative model and non-associative anisotropic bounding surface model for clay[J]. Journal of Applied Mechanics, 79, 031010. doi: 10.1115/1.4005958
   Web of Science ®Google Scholar
• Karstunen, M., Krenn, H., Wheeler, S. J., Koskinen, M., & Zentar, R. (2005). Effect of anisotropy and destructuration on the behavior of Murro test embankment[J]. International Journal of Geomechanics, 5, 87–97. doi: 10.1061/(ASCE)1532-3641(2005)5:2(87)
   Google Scholar
• Lee, S. R., & Oh, S. (1995). An anisotropic hardening constitutive model based on generalized isotropic hardening rule for modelling clay behaviour[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 19, 683–703. doi: 10.1002/nag.1610191003
   Web of Science ®Google Scholar
• Li, L. L., Dan, H. B., & Wang, L. Z. (2011). Undrained behavior of natural marine clay under cyclic loading[J]. Ocean Engineering, 38, 1792–1805. doi: 10.1016/j.oceaneng.2011.09.004
   Web of Science ®Google Scholar
• Li, T., & Meissner, H. (2002). Two-surface plasticity model for cyclic undrained behavior of clays[J]. Journal of Geotechnical and Geoenvironmental Engineering, 128, 613–626. doi: 10.1061/(ASCE)1090-0241(2002)128:7(613)
   Web of Science ®Google Scholar
• Liang, R. Y., & Ma, F. (1992a). Anisotropic plasticity model for undrained cyclic behavior of clays. I: Theory[J]. Journal of Geotechnical Engineering, 118, 229–245. doi: 10.1061/(ASCE)0733-9410(1992)118:2(229)
   Google Scholar
• Liang, R. Y., & Ma, F. (1992b). Anisotropic plasticity model for undrained cyclic behavior of clays. II: Verification[J]. Journal of Geotechnical Engineering, 118, 246–265. doi: 10.1061/(ASCE)0733-9410(1992)118:2(246)
   Google Scholar
• Ling, H. I., Yue, D., Kaliakin, V. N., & Themelis, N. J. (2002). Anisotropic elastoplastic bounding surface model for cohesive soils[J]. Journal of Engineering Mechanics, 128, 748–758. doi: 10.1061/(ASCE)0733-9399(2002)128:7(748)
   Web of Science ®Google Scholar
• Liu, W., Shi, M., Miao, L., Xu, L., & Zhang, D. (2013). Constitutive modeling of the destructuration and anisotropy of natural soft clay[J]. Computers and Geotechnics, 51, 24–41. doi: 10.1016/j.compgeo.2013.01.011
   Web of Science ®Google Scholar
• Liu, Y., Huang, M., & Li, S. (2010). An anisotropic bounding surface model for structured soft clay under cyclic loading[J] (In Chinese). Chinese Journal of Geotechnical Engineering, 32, 1065–1071.
   Google Scholar
• Mroz, Z., Norris, V. A., & Zienkiewicz, O. C. (1978). An anisotropic hardening model for soils and its application to cyclic loading[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2, 203–221. doi: 10.1002/nag.1610020303
   Web of Science ®Google Scholar
• Mustapha, H., & Ahmed, B. (2012). The behaviour of undrained saturated clay under cyclic loading[J]. Journal of Engineering and Applied Sciences, 4, 375–382.
   Google Scholar
• Pillai, R. J., Robinson, R. G., & Boominathan, A. (2011). Effect of microfabric on undrained static and cyclic behavior of kaolin clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, 137, 421–429. doi: 10.1061/(ASCE)GT.1943-5606.0000442
   Web of Science ®Google Scholar
• Prevost, J. H. (1977). Mathematical modelling of monotonic and cyclic undrained clay behaviour[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1, 195–216.
   Google Scholar
• Sangrey, D. A., Henkel, D. J., & Esrig, M. I. (1969). The effective stress response of a saturated clay soil to repeated loading[J]. Canadian Geotechnical Journal, 6, 241–252. doi: 10.1139/t69-027
   Google Scholar
• Seidalinov, G., & Taiebat, M. (2014). Bounding surface SANICLAY plasticity model for cyclic clay behavior[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 38, 702–724. doi: 10.1002/nag.2229
   Web of Science ®Google Scholar
• Sekiguchi, H., & Ohta, K. (1977). Induced anisotropy and time dependence in clays[C]. Proceeding of the 9th International Conference on Soil Mechanics and Foundation Engineering (Specialty Session 9), pp. 229–238. Tokyo, Japan.
   Google Scholar
• Sheu, W. Y. (1984). Modeling of stress-strain-strength behavior of a clay under cyclic loading[D]. Boulder, Colorado, USA: University of Colorado.
   Google Scholar
• Taiebat, M., Dafalias, Y. F., & Peek, R. (2009). A destructuration theory and its application to SANICLAY model[J]. International Journal for Numerical & Analytical Methods in Geomechanics, 34, 1009–1040.
   Web of Science ®Google Scholar
• Vucetic, M. (1994). Cyclic threshold shear strains in soils[J]. Journal of Geotechnical Engineering, 120, 2208–2228. doi: 10.1061/(ASCE)0733-9410(1994)120:12(2208)
   Google Scholar
• Vucetic, M., & Dobry, R. (1988). Degradation of marine clays under cyclic loading[J]. Journal of Geotechnical Engineering, 114, 133–149. doi: 10.1061/(ASCE)0733-9410(1988)114:2(133)
   Google Scholar
• Wheeler, S. J., Näätänen, A., Karstunen, M., & Lojander, M. (2003). An anisotropic elastoplastic model for soft clays[J]. Canadian Geotechnical Journal, 40, 403–418. doi: 10.1139/t02-119
   Web of Science ®Google Scholar
• Yang, C., Sheng, D., Carter, J. P., & Sloan, S. W. (2015). Modelling the plastic anisotropy of Lower Cromer Till[J]. Computers and Geotechnics, 69, 22–37. doi: 10.1016/j.compgeo.2015.04.013
   Web of Science ®Google Scholar