Size effect of long-term strength of sandstone under uniaxial compression

作者：Wang Qing Yuan; Zhu Wan Cheng^*; Liu Hong Lei; Niu Lei Lei; Li Ru Fei

来源：Yantu Lixue/rock and Soil Mechanics, 2016, 37(4): 981-990.

DOI：10.16285/j.rsm.2016.04.010

• Long term stability
• Long-term strength
• Mechanical indexes
• Numerical results
• Power-law creep model
• Rock heterogeneity
• Size effects
• Uni-axial compression

Rock creep is an important factor affecting the stability of rock engineering. The long-term strength of rock, which shows an obvious size effect due to rock heterogeneity, is an important mechanical index for evaluating the long-term stability of rock engineering. The aim of this study is to investigate the size effect of long-term strength of rock. Firstly, on the basis of classical power law creep model and damage mechanics principle, a nonlinear creep damage model is established for describing the whole process of rock creep. Then, by comparing the numerical results of uniaxial compression creep test based on the proposed model with the results of indoor uniaxial compression creep test, the applicability of the model is verified. At last, numerical simulation tests are performed on seven rock specimens with different sizes under uniaxial compression creep. The size effect for long-term strength of rock is analyzed. The numerical simulations indicate that, the long-term strength of rock decreases with the increasing of size;but it will be constant when the size of the rock exceeded a specific size.

• 出版日期2016
• 单位东北大学