A constitutive model for anisotropic and small-strain behaviour of soft clay( ASM)
岩土力学2000年21卷第3期
作者机构:
1. 河海大学岩土工程研究所,南京,210098
2. 新加坡国立大学 土木工程系,新加坡,119260
作者简介:
基金信息:
教育部高等学校优秀青年教师教学科研奖励计划资助
DOI:
中图分类号:O344.3
网络首发:2016-12-26,
纸质出版:2000
稿件说明:
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施建勇, 赵维炳, Lee Fouk-hou, 等. 软粘土的各向异性和小应变条件下的本构模型( ASM)[J]. 岩土力学, 2000,21(3).
SHI Jian-yong, ZHAO Wei- bing, LEE Fouk-hou, et al. A constitutive model for anisotropic and small-strain behaviour of soft clay( ASM)[J]. 2000, 21(3).
施建勇, 赵维炳, Lee Fouk-hou, 等. 软粘土的各向异性和小应变条件下的本构模型( ASM)[J]. 岩土力学, 2000,21(3).DOI:
SHI Jian-yong, ZHAO Wei- bing, LEE Fouk-hou, et al. A constitutive model for anisotropic and small-strain behaviour of soft clay( ASM)[J]. 2000, 21(3).DOI:
In this paper a yield surface of anisotropic and small-strain constitutive mo del(ASM)is presented based on energy equation and compared with yield surface of modified Cam-Clay Model ( MCC)
yield surface from testing result . I t is clear that the new yield surface is closer to testing result than MCC . A function of distance between initial stress-strain point and point at state boundary surface is adopted to simulate stress-strain behaviour of soil in condition of small-strain. The new constitutive model is compiled into FEM program and calculation result is compared with experiment. It is show n that the model in this paper can better simulate main characteristics of soil than MCC