Numerical simulation study of the influence on stability of slope by underground mining under opencast coal mine slope

2011 ◽  
Vol 17 (4) ◽  
pp. 397-400 ◽  
Author(s):  
Ting-ting Liu ◽  
Guo-bin Lu ◽  
Li-ming Tong
2013 ◽  
Vol 807-809 ◽  
pp. 2371-2377
Author(s):  
Guang Yi Sun ◽  
Xiao Luo

This paper analysis open-pit coal mine slope stability in the first mining with FLAC3D, reveal the mechanism of slope deformation, through analysis the stress and strain nephogram of model ZK8 of the first mining slope, and calculation safety stability coefficient, finally concluding stope slope of the first mining occur slip as circular form under their own gravity. The safety factor of model ZK8 is more than stope slope safety coefficient 1.20, slope is in steady state, obtained the accurate and reliable analysis results of stability.


2018 ◽  
Vol 38 (16) ◽  
Author(s):  
王志刚 WANG Zhigang ◽  
毕银丽 BI Yinli ◽  
宋子恒 SONG Ziheng ◽  
张健 ZHANG Jian ◽  
蔡云 CAI Yun ◽  
...  

2014 ◽  
Vol 484-485 ◽  
pp. 599-603
Author(s):  
Guang Ming Bao ◽  
Juan Chang ◽  
Zhi Gang Liu

This paper uses the simulation technology of computer numerical simulation, combined with the GAMBIT numerical modeling software and ANSYS structure analysis software, we carry out an in-depth research and analysis on the stability of engineering simulation, at the same times establish the mathematical model of ANSYS numerical simulation displacement stability and design the ANSYS command stream program algorithm. Finally, this paper uses the open-pit to underground mining slope stability as an example, to verify the reliability of the model and algorithm. Through the numerical simulation, we get the displacement of slope in the Y direction and Z direction. In the Y direction, the maximum displacement is 0m, the negative maximum displacement is 5.88m and displacement is relatively large; in the Z direction, the maximum displacement is 1.32M, the negative maximum displacement is 1.08M and the stability of slope is different in different position. The numerical simulation provides the theory reference for the safety of mining engineering.


2016 ◽  
Vol 23 (9) ◽  
pp. 2314-2320 ◽  
Author(s):  
Jiang He ◽  
Lin-ming Dou ◽  
Zong-long Mu ◽  
An-ye Cao ◽  
Si-yuan Gong

2014 ◽  
Vol 638-640 ◽  
pp. 898-903
Author(s):  
Wen Cai Wang ◽  
Wen Bin Wei ◽  
Ling Wang

Aiming at the face roadway 22109 of Cuncaota coal mine, using FLAC3Dnumerical simulation software, 19 of 5 groups about bolt and anchor combined support schemes were analysed and compared, and the reasonable scheme of φ18×2000mm thread steel bolt and φ17.8×6500mm anchor cable combined support was obtained. Support result of this scheme was analysed with FLAC3Dsoftware, the result show that this scheme can support the roadway effectively. Practical application show that this scheme can achieve the security, economical and effective support result, and can be used in this type of roadway.


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