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岩石粘滑的自锁模型及数值模拟
引用本文:陈铁民,陶振宇. 岩石粘滑的自锁模型及数值模拟[J]. 地震工程学报, 1993, 15(1): 39-44
作者姓名:陈铁民  陶振宇
作者单位:武汉水利电力学院(陈铁民),武汉水利电力学院(陶振宇)
摘    要:本文根据岩石摩擦的自锁模型,通过数值模拟讨论了围压和围压介质刚度对粘滑及其应力降的影响。结果表明:围压的增大有利于发生粘滑;粘滑应力降随围压的增大而增大;天然地震应力降低于室内粘滑应力降是由围压介质刚度引起的。

关 键 词:岩石 粘滑 应力 自锁模型 数值模拟
收稿时间:1992-02-11

A SELF-LOCK MODEL OF STICK-SLIP AND ITS NUMERICAL SIMULATION
Chen Tiemin and Tao Zhenyu. A SELF-LOCK MODEL OF STICK-SLIP AND ITS NUMERICAL SIMULATION[J]. China Earthguake Engineering Journal, 1993, 15(1): 39-44
Authors:Chen Tiemin and Tao Zhenyu
Affiliation:Wuhan University of Hydraulic and Electric Engineering, Wuhan, 430072, China and Wuhan University of Hydraulic and Electric Engineering, Wuhan, 430072, China
Abstract:In this paper,we put forward a self-lock model of rock friction, reflecting the relationship of confining pressure and Stick-slip. In addition, we discussed the influences of confining pressure and confining stiffness on stick-slip and its stress drop with numerical simulation. The results indicate that: 1. The increasing of confining pressure is advantageous to stick-slip. 2. The stress drop of stick-slip increases with the increasing of confining pressure. 3. That the stress drops of natural earthquakes are not as great as that of laboratory experiment is caused by confining,stiffness.
Keywords:stick-slip   stable-sliding   stress drop   confining stiffness  
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