Simulation Analysis of Spatial Distribution of Roadway′s Surrounding Rock Stress
Tang Zhi,Pan Yishan,Li Zhonghua and Wang Li
DOI:10.11835/j.issn.1674-4764.2014.03.007
Received September 30, 2013,Revised , Accepted , Available online July 01, 2015
Volume ,2014,Pages 37-43
- Abstract
To get the spatial distribution characteristic of roadway's surrounding rock stress, circular section roadway was taken as a case study. The solution of stress was got by using complex function method, and roadway's surrounding rock stress field was analysed after the solution of mapping space was transformed into the solution of roadway space. As a result, the visual diagram of stress field distribution of roadway's surrounding rock was obtained, which could describe intuitively stress distribution of roadway's surrounding rock at any position. Considering the influence of different radius and side pressure coefficients on surrounding rock stress field, the following conclusions have been obtainded: the peak value and direction of circular roadway's surrounding rock stress has nothing to do with the radius; when side pressure coefficient is less than 1/3,the roof can produce tensile stress; when side pressure coefficient is more than 3, the surrounding rock in two sides can produce tensile stress. And the change rule of hoop stress, radial stress, shear stress and the maximum and minimum of stress have also been generated.