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新疆博斯腾湖东泵站地基土的工程特性
引用本文:袁天华,席福来,宋志建.新疆博斯腾湖东泵站地基土的工程特性[J].岩土力学,2003(Z1).
作者姓名:袁天华  席福来  宋志建
作者单位:新疆水利水电勘测设计院试验研究所 新疆乌鲁木齐831100 (袁天华,席福来),新疆水利水电勘测设计院试验研究所 新疆乌鲁木齐831100(宋志建)
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。

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

Engineering characteristics of the foundation soil of Eastern Pump Station at Bositeng Lake in Xinjiang
YUAN Tian-hua,XI Fu-lai,SONG Zhi-jian.Engineering characteristics of the foundation soil of Eastern Pump Station at Bositeng Lake in Xinjiang[J].Rock and Soil Mechanics,2003(Z1).
Authors:YUAN Tian-hua  XI Fu-lai  SONG Zhi-jian
Abstract: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.
Keywords:standard peneration test blow count(SPT blow count)  shear wave speed  relative density  dry density  compression factor  compression modulus  shear strength  
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