Study on Nonlinear Viscoelasto-Plastic Creep Model of Deep Soft Rock

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Abstract:

Based on the mechanical behaviors of deep soft rock at the accelerating creep stage, a nonlinear rheological cell containing exponential equation replaces classic linear cell, a new nonlinear viscoelasto-plastic creep model of deep soft rock is established on the basis of Nishihara model, and the model can describe the three stages of rock nonlinear creep. Using the least squares method of Matlab to investigate test results, the result shows the new nonlinear creep model accords better with the creep test curves, and verify correctness of the new model.

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Periodical:

Advanced Materials Research (Volumes 430-432)

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168-172

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Online since:

January 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Yongyan Wang, Jun Qi, Caihong Yang et. al: Rock and soil mechanics Vol. 26(2005), pp.117-121, in Chinese.

Google Scholar

[2] Jianguang Li, Yongyan Wang and Hao Wang: Rock and soil mechanics Vol. 29(2008), pp.2355-2358, in Chinese.

Google Scholar

[3] Yongyan Wang, Jia Wei, Jun Qi, et. al: Journal of China Coal Society Vol. 30(2005), pp.409-413, in Chinese.

Google Scholar

[4] Shugang Cao, Jin Bian and Peng Li: Chinese Journal of Rock Mechanics and Engineering Vol. 21(2002), pp.632-634, in Chinese.

Google Scholar

[5] Weiya Xu, Shengqi Xu and Weijiang Chu: Chinese Journal of Rock Mechanics and Engineering Vol. 25(2006), pp.433-447, in Chinese.

Google Scholar

[6] Yuanjiang Chen, Changliang Pan and Ping Cao: Rock and Soil Mechanics Vol. 24(2003), pp.209-214, in Chinese.

Google Scholar

[7] Jianguang Li: Study on temperature effect creep property of deep soft rock(Master thesis of Liaoning Technical University, 2007), in Chinese.

Google Scholar