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基于孔穴扩张理论的黏土不排水抗剪强度计算方法对比研究
引用本文:邱敏,袁青,李长俊,肖超超.基于孔穴扩张理论的黏土不排水抗剪强度计算方法对比研究[J].岩土力学,2019(3):1059-1066,1112.
作者姓名:邱敏  袁青  李长俊  肖超超
作者单位:中交第二航务工程局有限公司技术中心;浙江省交通规划设计研究院;机械工业第六设计研究院有限公司
基金项目:天然气水合物钻探地层流体取样与原位测试系统研发(No.GZH20160060202)~~
摘    要:

关 键 词:旁压试验  柱形孔扩张  不排水抗剪强度  直接传统法  修正剑桥模型  有限元方法

Comparative study of calculation methods for undrained shear strength of clay based on cavity expansion theory
QIU Min,YUAN Qing,LI Chang-jun,XIAO Chao-chao.Comparative study of calculation methods for undrained shear strength of clay based on cavity expansion theory[J].Rock and Soil Mechanics,2019(3):1059-1066,1112.
Authors:QIU Min  YUAN Qing  LI Chang-jun  XIAO Chao-chao
Institution:(National Technology Center,CCCC Second Harbour Engineering Co.,Ltd.,Wuhan,Hubei 430040,China;Zhejiang Provincial Institute of Communications Planning,Design & Research,Hangzhou,Zhejiang 310006,China;SIPPR Engineering Group Co.,Ltd.,Zhengzhou,Henan 450007,China)
Abstract:QIU Min;YUAN Qing;LI Chang-jun;XIAO Chao-chao(National Technology Center,CCCC Second Harbour Engineering Co.,Ltd.,Wuhan,Hubei 430040,China;Zhejiang Provincial Institute of Communications Planning,Design & Research,Hangzhou,Zhejiang 310006,China;SIPPR Engineering Group Co.,Ltd.,Zhengzhou,Henan 450007,China)
Keywords:pressuremeter test  expansion of a cylindrical cavity  undrained shear strength  direct traditional method  modified Cam-c1ay model  finite element method
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