Dynamic caustics test of blast load impact on neighboring different cross-section roadways

被引:13
作者
Guo Dongming [1 ,2 ]
Zhou Baowei [1 ]
Liu Kang [1 ]
Yang Renshu [1 ,2 ]
Yan Pengyang [1 ]
机构
[1] China Univ Min & Technol, Sch Mech & Architecture Engn, Beijing 100083, Peoples R China
[2] State Key Lab Geomech & Deep Underground Engn, Beijing 100083, Peoples R China
基金
中国国家自然科学基金;
关键词
Dynamic caustics; Blast load; Different cross-section roadways; Precrack; Dynamic stress intensity factor;
D O I
10.1016/j.ijmst.2016.05.045
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
Using digital laser dynamic caustics experimental system and conducting simulation experiment researched the influence rule of blasting excavation of a new roadway on neighboring existed different cross-section roadways. The experimental results show that the influence of blast load on adjacent roadway has a good relationship with the cross-section of roadway. The expansion distance of precrack existed in circular, arch-wall, rectangular roadway is respectively 1.76, 1.61 and 0 cm under blast load. At the same time, the direct-blast side of rectangular roadway has more obvious damage compared with circular and arch-wall roadway. It explains that plane reflects more stress wave than arc, so that it exerts more tensile failure in the direct-blast side, which leads to less stress wave diffracting to the precrack in the back-blast side. When the precrack extends, higher value dynamic stress intensity factor in circular roadway works longer than that of arch-wall roadway. Indirectly, it explains that plane's weakening function on stress wave is significantly stronger than arc. Stress wave brings about self-evident influence on the upper and bottom endpoints of the rectangular roadway, and it respectively extends 1.03, 2.06 cm along the line link direction of the center of the blasthole and the upper and bottom endpoints on the right wall. (C) 2016 Published by Elsevier B.V. on behalf of China University of Mining & Technology.
引用
收藏
页码:803 / 808
页数:6
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