摘要
通过对博斯腾湖东泵站地基土的各项物理力学性质指标分析,对中细砂层受外力或地震的作用下,发生振动液化的可能性以及对东泵站厂房基础稳定性进行了评价,确定合理参数,具有重大意义。
Through analyzing the physico-mechnical performance indexes of the foundation soil of the Eastern Pump Station at Bositeng Lake , we find it is very significant to confirm reasonable parameters before we assess the possibility of liquefaction and the stability of foundation of the powerhouse of West Pump Station when the middle and thin sand bed is affected by external force or earthquake.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2003年第S1期105-109,共5页
Rock and Soil Mechanics
关键词
标贯击数
剪切波速
相对密度
干密度
压缩系数
压缩模量
抗剪强度
standard peneration test blow count(SPT blow count)
shear wave speed
relative density
dry density
compression factor
compression modulus
shear strength
