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盐岩蠕变特性和本构关系研究

Study on creep characteristics and constitutive relation of rock salt

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【作者】 刘江杨春和吴文高小平

【Author】 LIU Jiang1,2,YANG Chun-he1,WU Wen1,GAO Xiao-ping1(1.Key Laboratory of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China;2.The Second Investigation and Design Institute,China Transportation Engineering,Wuhan 430071,China)

【机构】 中国科学院岩土力学重点实验室中国科学院岩土力学重点实验室 武汉430071中交第二航务工程勘察设计院武汉430071

【摘要】 对金坛盐岩蠕变规律进行了试验研究,分析了不同应力状态和温度对盐岩蠕变特性的影响,通过试验获取了蠕变曲线和蠕变特征参数。根据其蠕变曲线特征,用黏弹塑性理论建立了盐岩蠕变本构模型。试验结果表明,稳态蠕变率是偏应力和温度的非线性函数关系,并提出盐岩的稳态蠕变本构方程。通过试验数据拟合得到本构方程中的参数,将理论和试验结果进行比较,结果表明两者的吻合性较好。

【Abstract】 Uniaxial and triaxial creep tests have been performed on rock salt of Jintan Salt Mine on high temperature and high pressure triaxial rheological device;the creep characteristics of rock salt are investigated and the effect of stress state and temperature of rock salt are analyzed;and then the creep characteristic curve and parameters are obtained.Based on the character of creep curve of rock salt,a creep constitutive model of rock salt is established by using viscoelasto-plastic theory.Through the test results,it is shown that the steady state creep strain rate is a nonlinear function of diviatoric stress and temperature;a steady state creep constitutive model of rock salt is established.The patameters of constitutive equation are obtained by fitting test data;the theoretic results is proved well by comparison with the experimental results.

【关键词】 盐岩蠕变试验温度本构关系
【Key words】 rock saltcreep testtemperatureconstitutive relation
【基金】 国家自然科学基金(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)
  • 【文献出处】 岩土力学 ,Rock and Soil Mechanics , 编辑部邮箱 ,2006年08期
  • 【分类号】TU459.4
  • 【被引频次】80
  • 【下载频次】800
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