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岩体温度场与应力场耦合作用的一种量化方法
引用本文:贺玉龙,杨立中,杨明.岩体温度场与应力场耦合作用的一种量化方法[J].西南交通大学学报,2002,37(1):10-13.
作者姓名:贺玉龙  杨立中  杨明
作者单位:西南交通大学土木工程学院,四川,成都,610031
基金项目:国家自然科学基金项目 (4 9872 0 82 )
摘    要:简要分析了温度场与应力场的耦合机理,从岩石热-弹性作用和温度扩散方程出发详细介绍了热-弹性耦合强度量化参数PTC的计算方法。计算了几种常见岩石的热-弹性耦合强度,结果表明,岩石的热-弹性耦合强度一般处于10^-3量级。同时,就提出的无量纲参数PTC在工程应用中的实用性及意义进行了初步探讨。

关 键 词:岩体  温度场  应力场  热-弹性耦合强度  耦合机理  热-弹性作用  温度扩散方程
文章编号:0258-2724(2002)01-0010-04

A Quantitative Method for the Coupling Effect of Temperature Fields and Stress Fields in Rock Mass
HE Yu long,YANG Li zhong,YANG Ming.A Quantitative Method for the Coupling Effect of Temperature Fields and Stress Fields in Rock Mass[J].Journal of Southwest Jiaotong University,2002,37(1):10-13.
Authors:HE Yu long  YANG Li zhong  YANG Ming
Abstract:The coupling mechanism between temperature fields and stress fields is briefly analyzed, and a quantitative method for calculating the coupling parameter P TC is introduced in detail based on the thermo elasticity effect and the thermal diffusion equation. The proposed quantitative parameter is used to evaluate the thermo elasticity coupling effect. The thermo elasticity coupling effect of several kinds of common rocks are calculated, with a result showing that usually the value of P TC is of the order of 10 -3 . In the mean time, a preliminary discussion on the practicability and significance of the dimensionless parameter P TC in engineering application is made.
Keywords:rock mass  temperature field  stress field  thermo  elasticity  coupling
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