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路基边界对瑞利波检测影响的数值模拟研究
引用本文:贾学明,杨建国,赖思静.路基边界对瑞利波检测影响的数值模拟研究[J].岩土力学,2004,25(Z2):256-259.
作者姓名:贾学明  杨建国  赖思静
作者单位:重庆交通科研设计院,重庆,400067
摘    要:瑞利波检测被广泛应用于路基工程质量检测中,但对于瑞利波沿三维路基体的传播规律以及对检测结果的影响,尚缺乏深入研究.笔者利用有限差分软件FLAC3D,对单层介质半无限大体和三维路基体的瑞利波传播特性以及频散曲线进行了数值模拟分析;并与半无限体的瑞利波理论频散曲线进行了对比;讨论了三维路堤边界对瑞利波检测路基路面的影响.

关 键 词:瑞利波检测  有限差分软件  三维边界  频散曲线
文章编号:1000-7598-(2004)增-0256-05
修稿时间:2004年4月30日

Numerical research on road embankment boundary effects on Rayleigh wave exploration
JIA Xue-ming,YANG Jian-guo,Lai Si-jing.Numerical research on road embankment boundary effects on Rayleigh wave exploration[J].Rock and Soil Mechanics,2004,25(Z2):256-259.
Authors:JIA Xue-ming  YANG Jian-guo  Lai Si-jing
Abstract:Rayleigh wave exploration is widely used in embankment engineering recently, but road embankment boundary effects on Rayleigh wave exploration are not studied thoroughly. Rayleigh wave propagation and dispersive curve in single layers semi-infinite space model and three dimensional road embankment are studied comprehensively by using finite difference software FLAC3D. The results are compared with the theoretical value of semi-infinite space, the effects of three- dimensional road embankment boundary are discussed.
Keywords:Rayleigh wave exploration  finite difference software  Three- dimensional boundary  dispersion curve
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