scholarly journals Numerical study on rock damage characteristics of multi hole blasting

2021 ◽  
Vol 861 (7) ◽  
pp. 072142
Author(s):  
Zhen Zhou ◽  
Zhi-Hao Xu ◽  
Jun Shen ◽  
Wen-Shuang Gan ◽  
Xiao-Hua Bao ◽  
...  
2020 ◽  
Vol 2020 ◽  
pp. 1-13
Author(s):  
Qi Liu ◽  
Penghai Deng

Rock has the characteristics of natural heterogeneity and discontinuity. Its failure phenomenon induced by external force involves complex processes, including the microcrack initiation, propagation, coalescence, and the macrocrack formation. In this study, the Weibull random distribution based on the rock microstructure characteristics is introduced into the combined finite-discrete element method (FDEM) to establish the heterogeneous rock model, and the mechanical response and damage evolution of rock samples in uniaxial compression test are simulated. The results show that FDEM simulation with loaded heterogeneous rock model can reflect the progressive development of rock damage, fracture, and acoustic emission (AE) activity in real rock well. Meanwhile, the statistical analysis indicates that the number and energy evolution of AE events with different fracture modes in the model are consistent with the macroscopic failure mode of rock. The change of b-value also agrees with the increasing trend of high-energy events in the loading process. This method provides a new tool for the analysis of rock damage and fracture evolution.


2021 ◽  
Vol 223 ◽  
pp. 108688
Author(s):  
Ying Wang ◽  
Yezhi Qin ◽  
Zhikai Wang ◽  
Xiongliang Yao

2014 ◽  
Vol 522-524 ◽  
pp. 1399-1402
Author(s):  
Hong Lei Liu ◽  
Tao Qin

Based on the heterogeneity of rock, the application of the theory of elastic damage mechanics, the Biot seepage mechanics and the theory of effective stress, considering the rock damage before and after the crack extension and penetration, the numerical calculation model using software RFPA is established in this article. Through the simulation research of rock specimens under the conditions of different osmotic pressure difference of seepage damage law, results show that the permeability coefficient of the rock and the crack, expansion and penetration is directly related to, but also affected by the failure mode of the rock. Permeability changes obviously lags behind the rock damage and crack or fissure extension, permeability of kick also lags behind the peak strength of rock.


Geothermics ◽  
2021 ◽  
Vol 96 ◽  
pp. 102215
Author(s):  
Hengyu Song ◽  
Huaizhong Shi ◽  
Zhenliang Chen ◽  
Gensheng Li ◽  
Ran Ji ◽  
...  

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