Study on blasting characteristics of rock mass with weak interlayer based on energy field

被引:11
作者
Cui, Jianbin [1 ]
Xie, Liangfu [1 ,2 ,3 ]
Qiao, Wei [1 ]
Qiu, Liewang [1 ]
Hu, Zeyu [1 ]
Wu, Liming [1 ]
机构
[1] Xinjiang Univ, Coll Civil Engn & Architecture, Urumqi 830017, Peoples R China
[2] Xinjiang Civil Engn Technol Res Ctr, Urumqi 830017, Peoples R China
[3] Xinjiang Acad Architectural Sci Ltd Liabil Co, Urumqi 83002, Peoples R China
基金
中国国家自然科学基金;
关键词
WAVE-PROPAGATION; MECHANISM;
D O I
10.1038/s41598-022-17028-y
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
In order to explore the influence of weak interlayer on blasting characteristics in natural rock mass, by using the particle flow code (PFC2D), a single hole blasting numerical model of hard rock with soft interlayer is established. The blasting experiments at different positions and thicknesses of weak interlayer are carried out. Then an in-depth analysis from the perspectives of crack effect, stress field and energy field is made. Results showed that: (i) When the explosion is initiated outside the weak interlayer, if the interlayer is located within about twice the radius of the crushing area, the closer the interlayer is to the blast hole, the higher the damage degree of the rock mass around the blast hole. And the number of cracks will increase by about 1-2% when the distance between the weak interlayer and the blast hole decreases by 0.5 m. (ii) When detonating outside the weak interlayer, if the interlayer is within about 4 times radius of the crushing area, the hard rock on both sides of the weak interlayer will in a high stress state. Under the same case, the peak kinetic energy and peak friction energy will increase by about 23 and 13%, respectively, and the peak strain energy will increase by about 218 kJ for every 0.1 m increase in the thickness of the weak interlayer.
引用
收藏
页数:15
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