地基剪切波速与抗剪强度的关系研究

英文篇名：STUDY ON RELATIONSHIP OF SHEAR WAVE VELOCITY AND SHEAR STRENGTH OF FOUNDATION
中文刊名：岩石力学与工程学报
英文刊名：Chinese Journal of Rock Mechanics and Engineering
作者：夏唐代 ; 颜可珍 ; 石中明 ; 薛跃东
英文作者：Xia Tangdai1 ; Yan Kezhen1 ; Shi Zhongming2 ; Xue Yuedong3(1Institute of Geotechnical Engineering ; Zhejiang University ; Hangzhou 310027 China)(2Fuzhou Institute of Planning and Design ; Fuzhou 350003 China)(3Dalian Wanda Real Estate Group Corporation ; Dalian 116001 China)
中文关键词：土力学 ; 抗剪强度 ; 莫尔-库仑强度准则 ; 剪切波速 ; 软粘土
英文关键词：soil mechanics ; shear strength ; Mohr-Coulomb strength theory ; shear wave velocity ; soft clay
出版日期：2004-12-30
机构：浙江大学岩土工程研究所,浙江大学岩土工程研究所,福州市规划设计研究院,大连万达房产集团杭州310027,杭州310027,福州350003,大连116001
年：2004
期：S1
出版单位：岩石力学与工程学报

摘要

地基土特性与其剪切波速密切相关。根据软粘土的非线性本构模型、莫尔-库仑强度准则及土动力学原理,建立了软粘土地基的抗剪强度与剪切波速的关系式。工程实例表明,该公式能有效地估算地基的抗剪强度,满足工程实际应用的要求。
The shear strength is an important index of mechanical properties regarding to stability and safety of structure.The relationship formula of shear strength of soft clay and shear wave velocity is derived according to the nonlinear constitutive relationship of soil,Mohr-Coulomb strength theory and soil dynamics theory.Comparison of the results of shear strength by field measurement and the relationship formula shows that the relationship formula is effective to calculate shear strength of soil by shear velocity.So a quick,economical and nondestructive testing method for determining shear strength is developed.

引文

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