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《Journal of Tongji University(Natural Science)》 2011-12
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Laboratory Experimental Study on Shanghai Fine Sand Along Different Stress Paths

PENG Fangle1,2,BAI Xiaoyu1,3,LEI Liang 1 (1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China; 2.China Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education,Tongji University,Shanghai 200092,China; 3.Shenzhen Metro Co.Ltd.,Shenzhen 518026,China)  
The deformation and strength behaviour of Shanghai fine sand is studied through a series of plane strain compression(PSC) tests with different stress paths.The result from the PSC tests shows that the shear strain,volumetric strain,plastic shear strain,plastic volumetric strain and plastic work are all influenced by stress path for Shanghai fine sand.Therefore,none of the above quantities can be used as appropriate hardening parameter for Shanghai fine sand.Based on the experimental results from the PSC tests for Shanghai fine sand,a modified plastic work parameter and the related function are proposed.The proposed parameter and function are independent of stress path,which can be used as the shear hardening state parameter and hardening function in the constitutive modelling for Shanghai fine sand.
【Fund】: 国家自然科学基金(50679056 40972176);; 教育部新世纪优秀人才支持计划(NCET-06-0378);; 上海市曙光计划(05SG25);; 上海市重点学科建设项目(B308)
【CateGory Index】: TU441
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