摘要
According to analysis for a lot of constant volume cyclic shear test result on an alluvial soil with high plastic fines, a constitutive relationship between the dynamic pore water pressure and the dissipated energy is proposed herein. A simplified energy expression is determined by a statistical analysis of 66 liguefaction case histories, which may be easily used for predicting site liquefaction potential of light loam, its correct rate of prediction for another 86 liquefaction case histories is about 90 %. It shows that the suggested energy expression is quite satisfactory.
According to analysis for a lot of constant volume cyclic shear test result on an alluvial soil with high plastic fines, a constitutive relationship between the dynamic pore water pressure and the dissipated energy is proposed herein. A simplified energy expression is determined by a statistical analysis of 66 liguefaction case histories, which may be easily used for predicting site liquefaction potential of light loam, its correct rate of prediction for another 86 liquefaction case histories is about 90 %. It shows that the suggested energy expression is quite satisfactory.
出处
《大连理工大学学报》
EI
CAS
CSCD
北大核心
1992年第6期732-736,共5页
Journal of Dalian University of Technology
关键词
振动
液化
粉土
孔压
能量判别
light loam
vibration
pore pressure
liquefaction
