刘军, 高红娟, 翟向阳. 浅析瑞雷波法检测复合地基承载力[J]. 华北地震科学, 2004, 22(4): 43-46.
引用本文: 刘军, 高红娟, 翟向阳. 浅析瑞雷波法检测复合地基承载力[J]. 华北地震科学, 2004, 22(4): 43-46.
LIU Jun, GAO Hong-juan, ZHAI Xiang-yang. DETECTION OF BEARING PRESSURE ON COMPOSITE FOUNDATION WITH RAYLEIGH WAVE METHOD[J]. North China Earthquake Sciences, 2004, 22(4): 43-46.
Citation: LIU Jun, GAO Hong-juan, ZHAI Xiang-yang. DETECTION OF BEARING PRESSURE ON COMPOSITE FOUNDATION WITH RAYLEIGH WAVE METHOD[J]. North China Earthquake Sciences, 2004, 22(4): 43-46.

浅析瑞雷波法检测复合地基承载力

DETECTION OF BEARING PRESSURE ON COMPOSITE FOUNDATION WITH RAYLEIGH WAVE METHOD

  • 摘要: 复合地基检测手段中以传统的静载荷试验为主, 瑞雷波法是一种利用瑞雷波的运动学特征和动力学特征来进行工程质量检测及工程地质勘察的物探方法, 可以大范围检测地基加固效果, 间接提供地基的承载力。

     

    Abstract: Traditional way to detect the bearing pressure on composite foundation uses mainly the static loading experiment method.Rayleigh wave method is a physical prospecting method to prospect engineering quality and engineering geology with kinematical and dynamic features of Rayleigh wave.It can be used to check the reinforcing effect of foundation, and enhance the bearing capacity of the foundation.

     

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