穿越位移不连续结构面的随机地震波模拟  

Simulation of Stochastic Seismic Wave in Displacement Discontinuity Joints

作　　者：宋博学[1] 俞缙[1] 林从谋[1] 

机构地区：[1]华侨大学岩土工程研究所,厦门361021

出　　处：《武汉理工大学学报》2010年第9期145-148,共4页Journal of Wuhan University of Technology

基　　金：福建省自然科学基金(2009J05125)

摘　　要：基于非线性位移不连续模型,用半数值半解析方法得到岩体结构面处透射波与反射波质点速度时域显式数值差分格式,编制计算程序模拟随机地震纵波在简单平行多结构面处的传播规律。研究结果表明:随着传过的结构面数目的增多,在特定频率处振幅有先增益后衰减的现象,透射波在时间上有一定延迟。Based on the nonlinear displacement discontinuity model,an explicit finite-difference scheme of vibration velocity of transmitted and reflected wave in rock joints are obtained by semi-numerical method.Then computational programs are compiled to simulate the transmission of normally incident stochastic seismic P-wave across multiple parallel nonlinear displacement discontinuity joints. It is found that,as the number of nonlinear displacement discontinuity joints increased,the vibration velocity on a certain part of transmitted wave shows a trend of first increase and then decrease,the transmitted wave has time delays.

关 键 词：位移不连续模型 岩体结构面 随机地震波 

分 类 号：TU45[建筑科学—岩土工程]