Study on Gradual Fracture of Rock and Key Precursor Information before Peak Stress Based on AE Monitoring under True Triaxial Loading

Author(s):  
Jia-wang Hao ◽  
Ya-bin Zhang ◽  
Lan Qiao ◽  
Nai-fu Deng ◽  
Qing-wen Li ◽  
...  
2021 ◽  
Vol 2021 ◽  
pp. 1-14
Author(s):  
Wei Shen ◽  
Guang-Jian Liu ◽  
Lin-Ming Dou ◽  
Si-Yuan Gong ◽  
Hu He

To study fracture evolution and peak stress in burst risk coal samples (BRCSs) under true triaxial loading and unloading conditions, experimental and numerical research was applied to BRCSs under true triaxial stress paths entailing “x-direction displacement fixed, y-direction loading, z-direction unloading.” Both the experimental and the numerical results demonstrated that the peak stress borne by the BRCSs was not only affected by the initial stress but also had a negative exponential relationship with the ratio of the unloading rate and the loading rate (RURLR); therefore, peak stress equations of BRCSs under true triaxial loading and unloading conditions were established. The triaxial stress-time curves obtained by experiments and simulations exhibited an “elasticity-yield-destruction” phase, and the characteristics of the yield phase were determined by the RURLR. A typical BRCS was selected for velocity tomographic imaging to analyze the fracture evolution characteristics under true triaxial loading and unloading. The results showed that when the BRCS was subjected to a triaxial state of stress, the high- and low-velocity regions existed alternately due to the presence of the crack; during the elastic phase, the crack closed during loading in the previous phase was reopened upon unloading, so that the velocity of the sample decreased and a wide range of low-velocity regions could be formed; when entering the yield phase, the original crack continued to expand into a hole-through crack, leading to wider extreme values and ranges of these low- and high-velocity regions; at the breaking phase, multiple microcracks were generated around the hole-through cracks, decreasing the overall velocity, and showing point distributions characteristics of high- and low-velocity regions. Overall, many low-velocity regions with similar normal directions to the unloading direction were formed; these correlated well with macrofractures (postfailure).


2008 ◽  
Vol 149 (1) ◽  
pp. 1-10 ◽  
Author(s):  
A. D. Alexeev ◽  
V. N. Revva ◽  
L. L. Bachurin ◽  
I. Y. Prokhorov

2021 ◽  
Vol 2021 ◽  
pp. 1-10
Author(s):  
Yanyan Peng ◽  
Haoxiang Deng ◽  
Minghong Xing ◽  
Pengfei Guo ◽  
Chun Zhu

To study the safety issues caused by coal mine excavation, self-developed simulation of earth interior atmosphere and sound test system was used to perform true triaxial loading and unloading tests of coal. An acoustic emission detection system was used to record the damage evolution trend of coal under different intermediate principal stress states. The experimental results show that in the true triaxial unloading test, as the intermediate principal stress increases, the failure state of coal changes from shear failure to partial shear tension failure, finally leading to overall yield failure. In the stress-strain curves, with the increase in intermediate principal stress, the strain in the direction of intermediate principal stress gradually changes from compression to expansion, and typical expansion occurs. The Mogi–Coulomb strength criterion better reflects the strength failure characteristics of coal during unloading. The stress-acoustic emission diagrams show that the increase in intermediate principal stress causes the internal cracks of the coal to grow unsteadily and exponentially, and the increase in intermediate principal stress makes the coal lose its ability to continue to bear the load. Studying the influence of the intermediate principal stress on the mechanical properties of coal has practical significance for coal mine safety production.


2019 ◽  
Vol 54 (8) ◽  
pp. 1151-1156
Author(s):  
V. I. Karev ◽  
D. M. Kilmov ◽  
Yu. F. Kovalenko ◽  
K. B. Ustinov

2019 ◽  
Vol 53 (11) ◽  
pp. 4799-4818 ◽  
Author(s):  
Yubing Liu ◽  
Guangzhi Yin ◽  
Minghui Li ◽  
Dongming Zhang ◽  
Gun Huang ◽  
...  

2013 ◽  
Vol 859 ◽  
pp. 177-181
Author(s):  
Jin Sheng Lei ◽  
Fei Liu ◽  
Gang Peng ◽  
Min Lei

Concrete structure in reality mostly in complicated stress state, dynamic characteristics and static characteristics under earthquakes and other dynamic loads are very different. For a further understanding of the dynamic characteristics of the concrete, true triaxial testing machine system was used to the C30 concrete at different strain rates and different side of the cube concrete specimens stress biaxial dynamic compression tests. Biaxial stress state concrete elasticity modulus, peak stress, peak strain, was obtained by the experimental study, and carries on the comparative analysis. Results show that: the dynamic characteristics of concrete under biaxial compression state of concrete and uniaxial condition are very different.


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