Viscoelastic-plastic damage creep model for salt rock based on fractional derivative theory

Author:

Wu Fei,Zhang Hao,Zou Quanle,Li Cunbao,Chen Jie,Gao Renbo

Funder

National Natural Science Foundation of China

Central Universities

State Key Laboratory for Geo Mechanics and Deep Underground Engineering, China University of Mining & Technology

Publisher

Elsevier BV

Subject

Mechanics of Materials,General Materials Science,Instrumentation

Reference39 articles.

1. Modifications to an elasto-visco-plastic constitutive model for prediction of creep deformation of rock samples;Ahmad;Soils Found.,2015

2. The role of psychophysics in rheology;Blair;J. Colloid Sci.,1947

3. Mining-induced static and dynamic loading rate effect on rock damage and acoustic emission characteristic under uniaxial compression;Cao;Saf. Sci.,2019

4. Effects of loading rate on strength and deformability of maha sarakham salt;Fuenkajorn;Eng. Geol.,2012

5. Description of the creep of rock salt with the composite model-II. Steady-State creep;Hampel,1998

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