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瑞利波法估算地基抗剪强度的应用
引用本文:石中明,周华飞,梁国钱,夏唐代. 瑞利波法估算地基抗剪强度的应用[J]. 中国市政工程, 2003, 0(2): 58-60
作者姓名:石中明  周华飞  梁国钱  夏唐代
作者单位:1. 浙江大学土木系,杭州,310027
2. 浙江省水利水电河口海岸研究设计院,杭州,310020
摘    要:发展原位、快速、经济、无损地测试地基抗剪强度的方法具有重要的实际意义。利用粘性土非线性弹性模型、摩尔-库仑强度理论以及土的波动理论,建立剪切波速度与土体抗剪强度的关系式。通过实际工程的瑞利波法测试,证明有一定的适用性。

关 键 词:土体抗剪强度  摩尔-库仑强度理论  剪切波速度  瑞利波法

Application of Rayleigh Wave Method on Estimation to Foundation Shear Strength
Shi Zhongming Zhou Hua fei Liang Guoqian Xia Tangdai. Application of Rayleigh Wave Method on Estimation to Foundation Shear Strength[J]. China Municipal Engineering, 2003, 0(2): 58-60
Authors:Shi Zhongming Zhou Hua fei Liang Guoqian Xia Tangdai
Affiliation:Shi Zhongming* Zhou Hua fei* Liang Guoqian** Xia Tangdai*
Abstract:To develop a quick, economical and non-destructive testing method for foundation shear strength is of important and practical meaning. A relationship is established between soft soil shear strength and shear wav e velocity with the application of non-linear elastic model, More-Coulom b strength theory and soil dynamic theory. With the practical estimation, the Rayleigh wave method is proved to be applicable.
Keywords:shear strength of soil   More-Coulomb strength theory   shear wave velocity   Rayleigh wave method
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