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Influence of stress anisotropy on the cylindrical cavity expansion in undrained elastic-perfectly plastic soil被引量：4
《Science China(Technological Sciences)》2018年第3期370-380,共11页ZHOU Hang LIU HanLong ZHA YaHui YIN Feng 
supported by the National Natural Science Foundation of China(Grant Nos.51420105013&51708063);the State Key Laboratory for Geomechanics and Deep Underground Engineering,China University of Mining and Technology(Grant No.SKLGDUEK1713);Chongqing Research Program of Basic Research and Frontier Technology(Grant No.cstc2017jcyjAX0261)
This work presents an analysis of the influence of stress anisotropy on cylindrical cavity expansions in an undrained elastic-perfectly plastic soil. This problem was formulated by assuming a large strain in both the ...
关键词：anisotropy cylindrical cavity expansion undrained elastic-perfectly plastic 
Base stability analysis of braced deep excavation in undrained anisotropic clay with upper bound theory被引量：8
《Science China(Technological Sciences)》2014年第9期1865-1876,共12页WANG LiZhong LONG Fan 
supported by the National Science Foundation for Distinguished Young Scholars of China(Grant No.51325901);the State Key Program of National Natural Science of China(Grant No.51338009)
It is imperative to evaluate factor of safety against basal heave failure in the design of braced deep excavation in soft clay.Based on previously published field monitoring data and finite element analyses of ground ...
关键词：braced deep excavation base stability upper bound theory soil anisotropy 
Creep behavior of EPS composite soil被引量：8
《Science China(Technological Sciences)》2012年第11期3070-3080,共11页GAO HongMei CHEN YuMin LIU HanLong LIU JinYuan CHU Jian 
supported by the Natural Science Foundation of Jiangsu Province,China (Grant No. BK2008040);National Natural Science Foundation of China (Grant No. 51109107);China Postdoctoral Science Foundation (Grant No. 2012M5112)
EPS composite soil is one type of premixed lightweight fills studied by numerous researchers, However, one aspect that has not been fully understood is the creep behaviors which may have significant effect on the desi...
关键词：lightweight fill creep model empirical model EPS composite soil oedometer creep test triaxial undrained creep test 
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