DocumentCode
1620896
Title
Deep Soft Rock Tunnel Support Technology and Simulation in Fanshan Phosphate Mine
Author
Rui, Tang ; Zhanjin, Li
Author_Institution
Min. Eng. Coll., Hebei United Univ., Tangshan, China
fYear
2012
Firstpage
2036
Lastpage
2039
Abstract
The depth of the horizontal tunnel in Fanshan Phosphate Mine is over 350m, and the tunnel is disturbed by the stoping of working face, so it is difficult to support. Based on engineering geological survey and analysis we find the damage reason of tunnel, research the deformation mechanism and damage of deep tunnel with soft rock and confirm the compound deformation mechanism, in addition, combining the simulation results we put forward the anchor-mesh-cable support programs. The results show that the program can give full play to the coupling supporting of anchor-mesh-cable and control the deformation of tunnel effectively, therefore it creates a safe conditions for production.
Keywords
anchors; cables (mechanical); deformation; geology; mining; rocks; tunnels; Fanshan phosphate mine; anchor-mesh-cable support programs; compound deformation mechanism; deep soft rock tunnel support technology; deep tunnel damage; deformation mechanism; engineering geological survey; tunnel deformation; Couplings; Fasteners; Floors; Force; Joints; Rocks; Stress; Anchor-mesh-cable coupling support; Simulation; Soft rock tunnel;
fLanguage
English
Publisher
ieee
Conference_Titel
Industrial Control and Electronics Engineering (ICICEE), 2012 International Conference on
Conference_Location
Xi´an
Print_ISBN
978-1-4673-1450-3
Type
conf
DOI
10.1109/ICICEE.2012.541
Filename
6322832
Link To Document