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Full-Text Articles in Civil and Environmental Engineering
Investigation Of Damage Evolution And Its Model Of Rock-Like Brittle Materials, Chao Zhang, Chu-Qing Yang, Yun Bai
Investigation Of Damage Evolution And Its Model Of Rock-Like Brittle Materials, Chao Zhang, Chu-Qing Yang, Yun Bai
Rock and Soil Mechanics
To investigate the description and evolution of the damage state of rock-like brittle materials, the physical meaning of each elastic modulus method parameter based on the strain equivalence hypothesis and the limitations of the model application are discussed. The modulus change during the triaxial cyclic loading and unloading test of limestone is studied. Moreover, the defects of the unloading modulus substitution method and the statistical damage evolution model in damage evolution analysis are discussed. The results show the existing elastic modulus method can only be used to reflect the damage evolution process of rock under uniaxial compression, and the unloading …
Damage Evolution Of Dynamic Characteristics Of Sandstone Under The Sequential Action Of Water-Rock Interaction And Cyclic Loading And Unloading, Hua-Feng Deng, Jing-Cheng Fang, Jian-Lin Li, Guan-Ye Li, Yu Qi, Xiao-Liang Xu
Damage Evolution Of Dynamic Characteristics Of Sandstone Under The Sequential Action Of Water-Rock Interaction And Cyclic Loading And Unloading, Hua-Feng Deng, Jing-Cheng Fang, Jian-Lin Li, Guan-Ye Li, Yu Qi, Xiao-Liang Xu
Rock and Soil Mechanics
The rock mass in the hydro-fluctuation belt of the reservoir bank slope is subjected to long-term water-rock interaction and frequent moderate-low intensity reservoir earthquake. The deterioration of the mechanical properties of the rock mass caused by this directly affects the dynamic response and seismic capacity of the reservoir bank slope. Based on this, the settings of the fluctuating zone of the bank slope of the reservoir are simulated, and the water-rock interaction test to simulate the periodic rise and fall of the reservoir water level is designed and carried out. In the course of the test, the cyclic loading and …