scholarly journals Roadway rock pressure appearance law of roof-cutting and pressure-relieving retaining roadway in medium thick seam

Author(s):  
Xiashou Su ◽  
Linming Guo
Keyword(s):  
2012 ◽  
Vol 446-449 ◽  
pp. 1432-1436
Author(s):  
Suo Wang

In order to predict tunnel surrounding rock pressure, this paper puts forward a series of dynamic numerical simulative model on the tunnel excavation. According to the change of rock damage in the construction program, it adjusts dynamically the mechanical material parameters of surrounding rock. So the model achieves the purpose which is controlling and simulating the process of tunnel progressive damage. In accordance with the numerical simulative results, it analyzes the relationship between the rock parameters with the plastic strain, radial displacement. Then this paper proposes a prediction method of tunnel surrounding rock pressure based on the theory of the progressive damage and method of characteristic curve. Finally, it compares the pressure on the numerical simulative models with on the site date, and it proves that the prediction method has practical engineering value.


1974 ◽  
Vol 10 (2) ◽  
pp. 145-148
Author(s):  
M. S. Zlotnikov
Keyword(s):  

2018 ◽  
Author(s):  
Azamat Islamov ◽  
Dmitriy Kolupaev ◽  
Ruslan Faskhutdinov ◽  
Sergei Vereschagin
Keyword(s):  

Minerals ◽  
2017 ◽  
Vol 7 (4) ◽  
pp. 63 ◽  
Author(s):  
Xu-feng Wang ◽  
Yang Wang ◽  
Dong-sheng Zhang ◽  
Hong-zhi Wang ◽  
Yang Zhang ◽  
...  

2011 ◽  
Vol 261-263 ◽  
pp. 1034-1038 ◽  
Author(s):  
Xiao Jun Zhou

The method to calculate rock pressure for shallow asymmetric tunnel is analyzed by means of taking a mountainous tunnel with semicircular crown and straight sidewall as the object in this paper. The calculation method of tunnel rock pressure has been presented with consideration of both tunnel structure size and its overburden depth. Finally the way to determine the shallow or profound depth of asymmetric tunnel is also obtained.


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