A creep constitutive model with variable parameters for thenardite

被引:17
作者
Wang, Junbao [1 ,2 ]
Liu, Xinrong [1 ,2 ]
Song, Zhanping [1 ]
Guo, Jianqiang [3 ]
Zhang, Qianqian [2 ]
机构
[1] Xian Univ Architecture & Technol, Sch Civil Engn, Xian 710055, Peoples R China
[2] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[3] Guizhou Univ, Sch Civil Engn, Guiyang 550003, Peoples R China
基金
中国国家自然科学基金;
关键词
Thenardite; Creep model; Variable parameters; Prediction; TIME-DEPENDENT BEHAVIOR; ROCK-SALT; DAMAGE MODEL; TESTS; PREDICTION; FAILURE;
D O I
10.1007/s12665-016-5783-2
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Results from the triaxial creep tests indicate that the relationship between steady creep rate of thenardite and deviatoric stress can be described with the Heard model. By combining the Kelvin model which reflects the primary creep property of rock with the Heard steady creep model, a Kelvin-Heard (K-H) creep model is constructed. However, the predicted curves from the K-H model are not in good agreement with the creep test data of thenardite. To improve the prediction precision, it is assumed that the viscosity coefficient of thenardite increases over time in primary creep stage, and an improved K-H model is proposed. Compared with the K-H model, the improved K-H model can more precisely describe the creep behavior of thenardite under a certain stress state. However, each of its parameters G, eta(infinity), a and b has different values under different deviatoric stress levels. These four parameters all decrease with the increase in deviatoric stress, which is considered to establish an improved K-H model with variable parameters for thenardite finally. Comparison with the test data shows that this model can precisely predict the creep behavior of thenardite when 25 MPa <= sigma(1) - sigma(3) <= 40 MPa.
引用
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页数:12
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