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双桥静力触探法判别上海薄夹层粘土地基液化研究
引用本文:张继红,顾国荣.双桥静力触探法判别上海薄夹层粘土地基液化研究[J].岩土力学,2005,26(10):1652-1656.
作者姓名:张继红  顾国荣
作者单位:1. 上海地固岩土工程有限公司,上海,200086
2. 上海岩土工程勘察设计研究院有限公司,上海,200002
基金项目:上涨市建设发展基金会资助(No.A0105151).
摘    要:通过对11项典型工程场地进行原位取土及双桥静力触探原位测试分析,重点研究了上海地区薄层粘性土(或粘质粉土)夹层对液化判别的影响,统计分析了锥尖阻力qc、摩阻比Rf与土层粘粒含量的相关关系,提出了完全依据双桥静力触探试验的地基液化判别方法,在工程应用中取得了显著经济效益。

关 键 词:薄粘性土夹层  双桥静力触探  粘粒含量  液化判别
文章编号:1000-7598-(2005)10-1652-05
收稿时间:2004-04-19
修稿时间:2004-06-16

Study of CPT for liquefaction estimation of sands with thin clay interlayer in Shanghai Area
ZHANG Ji-hong,GU Guo-rong.Study of CPT for liquefaction estimation of sands with thin clay interlayer in Shanghai Area[J].Rock and Soil Mechanics,2005,26(10):1652-1656.
Authors:ZHANG Ji-hong  GU Guo-rong
Institution:1. Shanghai Geo-anchor CO.,Ltd., Shanghai 200086, China; 2.Shanghai Geotechnical Investigations & Design Institute, Shanghai 200002, China
Abstract:Based on CPT(qc, Rf ) tests in eleven representative engineerings, liquefaction estimation of sandy soils with thin clay interlayer in Shanghai area is studied. It is revealed that there are significant relationship between specific penetration resistance, friction-resistance ratio and soil clay content through statistical analysis of tested data. The liquefaction estimation method based on CPT(qc, Rf) is given. And its application shows that the method is effective.
Keywords:sandy soils with thin clay interlayer  cone penetration test  soil clay content  liquefaction estimation
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