Research and application on the horizontal tectonic stress influence on the stability of deep roadway

3rd International Conference on Energy Materials and Environment Engineering

能源学;生态环境科学

Cao, Jian-Jun^1,2,3 ; Yao, Zhuang-Zhuang^2,3

Anhui University of Science and Technology, Huainan

232001, China^1

China Coal Technology Engineering Group, Chongqing Research Institute, Chongqing

400037, China^2

National Key Laboratory of Gas Disaster Detecting, Preventing and Emergency Controlling, Chongqing

400037, China^3

关键词: Horizontal shafts;    Horizontal stress;    Horizontal tectonic stress;    Research and application;    Roadway stability;    Stress field distribution;    Support parameters;    Surrounding rock deformation;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/61/1/012152/pdf
DOI  :  10.1088/1755-1315/61/1/012152

学科分类：环境科学（综合）

来源: IOP

【 摘 要 】

According to the test result of ground stress of -817.0m Horizontal shaft station in Huainan mine area, the stress field distribution characteristic of mainly with horizontal tectonic stress was analyzed, the deep roadway surrounding rock deformation and failure regularity under the situation of the maximum horizontal stress and roadway axis in the different angle were studied by using the FLAC3Dsimulation software, and then specific way of supporting and its parameters were designed combined with the shaft station layout conditions. The result shows that: the roadway stability is relatively good when its tunnel axis the maximum horizontal stress direction within 30° angle, surrounding rock deformation and the plastic zone at the top and bottom are significantly increasing along with the angle increased from 30° to 90°, the major form of deep soft rock deformation and failure is the floor heave. According to the simulation results, the conditions under the layout condition of the shaft station roadway, support methods and support parameters have been designed and determined. The supporting method can be referenced by the similar mines.