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温度效应对盐岩力学特性影响的试验研究
引用本文:高小平,杨春和,吴文,刘江.温度效应对盐岩力学特性影响的试验研究[J].岩土力学,2005,26(11):1775-1778.
作者姓名:高小平  杨春和  吴文  刘江
作者单位:1. 中国科学院岩土力学重点实验室,武汉 430071;2. 安徽省建设工程勘察设计院,合肥 230001
基金项目:国家自然科学基金(No.E5043050,No.50274065),中国科学院武汉岩土力学研究所领域前沿基础性研究基金(No.Q110205)的资助
摘    要:对经历不同温度后盐岩的力学性能进行了试验研究,分析了盐岩应力-应变曲线、峰值应力、峰值应变、弹性模量等的变化情况。分析结果表明,温度对盐岩的物理力学特性影响较大,随着温度的升高,盐岩的力学性能劣化明显,峰值应力和弹性模量降低,峰值应变增加;峰值应力可以表示成围压与温度的函数,并从盐岩弹性模量随温度的变化规律入手,导出了热损伤演化方程和一维TM耦合损伤本构方程。

关 键 词:盐岩  高温  热损伤  损伤本构方程。  
文章编号:1000-7598-(2005)11-1775-04
收稿时间:2004-09-08
修稿时间:2005-01-04

Experimental studies on temperature effect of mechanical properties of rock salt
GAO Xiao-ping,YANG Chun-he,WU Wen,LIU Jiang.Experimental studies on temperature effect of mechanical properties of rock salt[J].Rock and Soil Mechanics,2005,26(11):1775-1778.
Authors:GAO Xiao-ping  YANG Chun-he  WU Wen  LIU Jiang
Institution:1. Key Lab of Rock&Soil Mechanics, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. Anhui Geotechnical Investigation and Architectural Design Institute, Hefei 230001, China
Abstract:Testing studies is made on the mechanical properties of rock salt after undergoing different high temperatures, The mechanical properties include stress–strain curve, peak stress, peak strain, modulus of elasticity. the results indicate that the temperatures is obviously affect the mechanical properties of rock salt, the mechanical properties deteriorate rapidly along with the increase of temperatures, the peak stress and modulus of elasticity decrease rapidly, the peak strain increase rapidly. The peak stress is a power function of confining pressures and temperatures. Based on the relation of elastic modulus and temperatures for rock salt, the thermal damage evolution and one dimensional TM coupled damage constitutive equation are established
Keywords:rock salt  high temperature  thermal damage  damage constitutive equation
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