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K_o固结粘土各向异性不排水剪强度研究
引用本文:姜洪伟,赵锡宏.K_o固结粘土各向异性不排水剪强度研究[J].岩土力学,1997(2).
作者姓名:姜洪伟  赵锡宏
作者单位:上海中环集团总师室!200063,同济大学地下系!上海,200092
摘    要:在三维各向异性弹塑性本构关系基础上,求解不排水条件和破坏条件,导出各种不同试验条件下K0团结粘土的各向异性不排水剪强度表达式。对常规超固结比定义下的不排水剪强度进行研究,将理论计算结果与试验结果进行比较,验证所提理论的合理性。

关 键 词:各向异性  不排水剪强度  K_o团结  本构关系

Study on Anisotropic Undrained Shear Strength of K_o-consolidated Clays
Jiang Hongwei,Zhao Xihong.Study on Anisotropic Undrained Shear Strength of K_o-consolidated Clays[J].Rock and Soil Mechanics,1997(2).
Authors:Jiang Hongwei  Zhao Xihong
Abstract:Based on the 3-dimensional anisotropic elasto-plastic constitutive relationship, the undrained and failure conditions are obtained, the anisotropic undrained strength of K0 -consolidated clays under various testing conditions are formulated. Then study on undrained strength with conventional definition of overconsolidation ratio is made. Finally, the theoretical results are compared with the measured ones in order to verify the validity of the present theory.
Keywords:anisotropy  undrained shear strength  K_o-consolidation  constitutive relationship
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