Experimental study on crack formation in sandstone during crater blasting under high geological stress

被引:22
|
作者
Zhang, Fengpeng [1 ]
Yan, Guangliang [1 ]
Peng, Jianyu [1 ]
Qiu, Zhaoguo [2 ]
Dai, Xinghang [3 ]
机构
[1] Northeastern Univ, Minist Educ Safe Min Deep Met Mines, Key Lab, Shenyang 110819, Liaoning, Peoples R China
[2] Northeastern Univ, Sch Sci, Shenyang 110819, Liaoning, Peoples R China
[3] Liaoning Shihua Univ, Sch Min Engn, Fushun 113001, Peoples R China
关键词
High stress; Crater blasting; Electric exploding wire; Crack propagation; Digital image correlation; NUMERICAL-SIMULATION; DEEP TUNNELS; ROCK; DAMAGE; MECHANISM; BEHAVIOR; FRAGMENTATION; PROPAGATION; EVOLUTION; DESIGN;
D O I
10.1007/s10064-019-01665-1
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Crater blasting is widely used for rock excavation. In deep rock engineering projects, blasting is done in a high stress environment. To study the effects of high geological stresses on rock blasting, crater blasting tests on sandstone using an exploding electric wire were conducted under three different static load conditions. The evolution of the strain fields and the propagation of cracks on the surfaces of samples were recorded and subsequently analysed by digital image correlation. The rock fracturing mechanisms are discussed. The experimental results indicate that (1) the areas of major principal strain on the sample surfaces are circular under conditions of no static stress and symmetric biaxial stress loads, but the strain area is elliptical under a uniaxial load; (2) after blasting, the static stress state changes the crack initiation mode, crack propagation, and the distribution of the cracks in the crack network; and (3) static stress can increase the size of the blasting crater.
引用
收藏
页码:1323 / 1332
页数:10
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