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地下洞穴对表面波表观相速度影响的数值分析
引用本文:柴华友,崔玉军,卢应发,刘明贵. 地下洞穴对表面波表观相速度影响的数值分析[J]. 岩石力学与工程学报, 2006, 25(5): 956-962
作者姓名:柴华友  崔玉军  卢应发  刘明贵
作者单位:1. 中国科学院,武汉岩土力学研究所,湖北,武汉,430071
2. 法国路桥大学,岩土中心实验室,法国,巴黎,77455
3. 华中科技大学,土木工程与力学学院,湖北,武汉,430074
摘    要:通过有限元数值模拟,得到了含洞穴固体介质在动荷载下表面质点的速度响应。根据表面质点响应中瑞利波和反射体波能量分配分析表观相速度扰动机制,讨论振源、测点、洞穴三者相对位置及频率对表面波表观相速度影响。表观相速度扰动程度随频率减小而增加,商至出现大扰动。大扰动峰值频率与反射波基频有关,基频随振源、测点及洞穴间相对位置变化。最后讨论由大扰动峰值波长与洞穴埋深关系,并给出洞穴埋深估算方法。

关 键 词:数值分析  瑞利波  表观相速度  地下洞穴  表面波谱分析
文章编号:1000-6915(2006)05-0956-07
收稿时间:2004-11-04
修稿时间:2004-11-042005-08-01

NUMERICAL ANALYSIS OF INFLUENCES OF UNDERGROUND CAVITY ON APPARENT PHASE VELOCITIES OF SURFACE WAVES
CHAI Huayou,CUI Yujun,LU Yingfa,LIU Minggui. NUMERICAL ANALYSIS OF INFLUENCES OF UNDERGROUND CAVITY ON APPARENT PHASE VELOCITIES OF SURFACE WAVES[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(5): 956-962
Authors:CHAI Huayou  CUI Yujun  LU Yingfa  LIU Minggui
Affiliation:1. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. CERMES, Ecole Nationale des Ponts et Chaussees, Institute Navier, Paris 77455, France; 3. College of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan, Hubei 430074, China
Abstract:The surface particle velocity responses of a solid medium with a cavity under dynamic loads are numerically obtained by the finite element method. Mechanism of disturbance of apparent phase velocity is analyzed from distribution of energies of Rayleigh waves and the reflected body waves in the responses. Influences of frequency and relative distances among the source, receivers and cavity on apparent phase velocity of surface waves are discussed. Disturbance degree of the apparent phase velocity increases with decrease of frequency until a maximum one occurs. The frequency corresponding to the maximum disturbance is related to fundamental frequency of the reflected body waves. The fundamental frequency is varied with relative distances among the source, the receivers and cavity. The relationship between the depth of cavity below the surface and the wavelength corresponding to the maximum disturbance is discussed. The empirical method is suggested for the estimation of the depth of cavity.
Keywords:numerical analysis   Rayleigh waves   apparent phase velocity   underground cavity   spectral analysis of surface waves
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