Study on Response Characteristics of Underground Roadway on Adjacent Blasting Dynamic LoadYAN Yao-feng, WANG Gong-zhong, YAN Min-jia, CHAI Xiu-wei, XU Liang, PENG Ya-li, and JIN Sheng-li
In the process of underground mineral resources exploitation,underground space group and tunnel excavation,drilling and blasting construction has irreplaceable advantages.However,the influence of dynamic load of adjacent excavation blasting on the existing underground space cannot be ignored.In order to improve the safIn the process of underground mineral resources exploitation,underground space group and tunnel excavation,drilling and blasting construction has irreplaceable advantages.However,the influence of dynamic load of adjacent excavation blasting on the existing underground space cannot be ignored.In order to improve the safety and stability of surrounding rock mass of the underground space after drilling and blasting and optimize the excavation and blasting scheme,combined with the characteristics of a phosphate mining roadway,the finite element software ANSYS/LS-DYNA was used to model and calculate the dynamic response distribution on the roof,floor and roadway side of the existing roadway at different distances from the explosive source(the distance from the explosive source to the roadway was 10 m,14 m,18 m and 22 m,respectively).The calculation results show that the failure of rock near the existing roadway section was mainly caused by tensile stress,and the compressive stress played an auxiliary role.The reasonable layout range of adjacent roadway was within the range of 14~18 m to effectively ensure the safety and stability of the stope structure.The inverted trapezoidal section was helpful to guide and diverge the explosion stress wave and improve the safety and stability of the existing roadway..showLess BLASTING
- Publication Date: Jan. 01, 1900
- Vol. 38, Issue 3, 75 (2021)