Mechanical shear behavior of over-consolidated silty clay under static and dynamic loading
In this paper, by employing a sophisticated ring shear apparatus, a series of ring shear tests were conducted to study the shear behavior of overconsolidated silty clay under static and dynamic loading. The effects of stress history, shear rate and cyclic loading on the shear resistance of over-consolidated silty clay were examined and discussed. It is found that the preconsolidation pressures and shear rates exert remarkable influence on the peak shear strengths and the following post-peak reduction in strength. The soils with high shear rate are prone to the strain softening. The effects of cyclic loading on residual strengths are noticeable. The variation of residual strengths before and after cyclic loading seems correlated with the stress history and the shear rate.
Y.Hong G.M.Yu L.Li Z.H.Shang
School of Civil Engineering,Qingdao Technological University,Qingdao,China Zhejiang Design Institute of Water Conservancy and Hydroelectric Power,Hangzhou,China
国际会议
International Symposium and The 7th Asian Regional Conference of IAEG(国际工程地质与环境协会年会暨第七届亚洲工程地质会议)
成都
英文
571-575
2009-09-09（万方平台首次上网日期，不代表论文的发表时间）