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Chinese Journal of Geotechnical Engineering > 2006 > 28(9): 1181-1182.

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[1]	A state-dependent double yield surface elastoplastic constitutive model considering the effect of particle breakage[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240841
[2]	LI Meng-zi, CAI Guo-qing, ZHAO Cheng-gang. Anisotropic elastoplastic model for clays with improved yield surfaces and rotational hardening rule[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(5): 851-860. DOI: 10.11779/CJGE202205008
[3]	HU Ya-yuan, DING Pan. Three-dimensional rheological model for double-yield surface based on equivalent time[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(1): 53-62. DOI: 10.11779/CJGE202001006
[4]	DONG Zhi-hua, YUAN Ju-yun, GAO Yan-bin. New method for anisotropic yield surface under different load direction[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 438-441.
[5]	A double yield surface constitutive model for sand based on state-dependent critical state theory[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(11): 1764-1771.
[7]	LI Guangxin. Characteristics and development of Tsinghua Elasto-plastic Model for soil[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(1): 1-10.
[8]	YUAN Jing, GONG Xiaonan, LIU Xingwang, YI Deqing. An anisotropic time-dependent trinal-yield-surface model for the stress-strain-time behavior of soft clay[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 88-94.

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