Investigations into Mining-Induced Stress–Fracture–Seepage Field Coupling Effect Considering the Response of Key Stratum and Composite Aquifer

2019 ◽  
Vol 52 (10) ◽  
pp. 4017-4031
Author(s):  
Tong Zhang ◽  
Quan Gan ◽  
Yixin Zhao ◽  
Guangpei Zhu ◽  
Xiaodong Nie ◽  
...  
2019 ◽  
Vol 38 (3) ◽  
pp. 632-642 ◽  
Author(s):  
Tong Zhang ◽  
Yixin Zhao ◽  
Quan Gan ◽  
Xiaodong Nie ◽  
Guangpei Zhu ◽  
...  

2019 ◽  
Author(s):  
Nursyahida M. Hasan ◽  
K. N. Mutter ◽  
M. Z. Matjafri ◽  
H. San Lim ◽  
S. Yeoh ◽  
...  

2010 ◽  
Vol 154-155 ◽  
pp. 1255-1261
Author(s):  
Hai Yan Li ◽  
Yi Du Zhang ◽  
Hong Wei Zhang

Based on “physical field coupling” finite element method, the generation of residual stress and interactive coupling effect were analyzed during the forming process of aluminum alloy thick-plate. Therefore, comprehensive residual stress generated from rolling, quenching and stretching was obtained. The finite element model was proved effective by comparing the results of simulation and experiment. Results show that percent reduction has significant influence to the distribution and magnitude of rolling stress; There is a coupling effect between rolling stress and quenching stress, which represents a basic state; Furthermore, after stretching the distribution of coupling stress remains, but the value reduces greatly; The residual stress has got the minimum, when stretching is near 3%.


1999 ◽  
Vol 85 (2) ◽  
pp. 1237-1239 ◽  
Author(s):  
Y. Y. Fu ◽  
M. Willander ◽  
W. Lu ◽  
W. L. Xu ◽  
Ning Li ◽  
...  

2014 ◽  
Vol 1010-1012 ◽  
pp. 1467-1470 ◽  
Author(s):  
Yun Jie Zhang ◽  
Cheng Fan

Based on the fluid-solid coupling theory, The fractured rock mass was described as a continuous porous medium, and consider the rock mass permeability coefficient has a relationship with the stress and strain. The dynamic change of permeability coefficient was achieved using the multi-physics coupling analysis software COMSOL, and found that the stress and strain of surrounding rocks changes a lot due to mining. The maximum stress and strain in the mudstone area reaches 2-3 times of the original one, which happened at the immediate roof of mined-out area. According to the analysis of seepage field, mining does not destroy water resistance of floor aquifer. Mining fissures do not connect limestone aquifers, and water in the limestone is less likely to flow into stop to cause damage.


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