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地基剪切波速与抗剪强度的关系研究

STUDY ON RELATIONSHIP OF SHEAR WAVE VELOCITY AND SHEAR STRENGTH OF FOUNDATION

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【作者】 夏唐代颜可珍石中明薛跃东

【Author】 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)

【机构】 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

【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。

【Abstract】 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.

  • 【文献出处】 岩石力学与工程学报 ,Chinese Journal of Rock Mechanics and Engineering , 编辑部邮箱 ,2004年S1期
  • 【分类号】TU411.7;TU413
  • 【被引频次】6
  • 【下载频次】207
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