Cutting parameter optimization for one-step shaft excavation technique based on parallel cutting method

被引:16
作者
Li, Qi-yue [1 ]
Liu, Kai [1 ]
Li, Xi-bing [1 ]
Wang, Ze-wei [1 ]
Weng, Lei [2 ]
机构
[1] Cent S Univ, Sch Resources & Safety Engn, Changsha 410083, Hunan, Peoples R China
[2] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Hubei, Peoples R China
关键词
shaft excavation; prime cutting blasting; numerical analysis; cutting parameter optimization; loadmg rate; HIGH-STRAIN RATES; DYNAMIC-BEHAVIOR; ROCK; CONCRETE; GRANITE; PRESSURE; STRENGTH; MINE;
D O I
10.1016/S1003-6326(18)64780-6
中图分类号
TF [冶金工业];
学科分类号
0806 ;
摘要
The outcome of the cutting blasting in a one-step shaft excavation is heavily related to the cutting parameters used for parallel cutting method. In this study, the relationships between the cutting parameters (such as the hole spacing L and the empty hole diameter D) and damage zones were investigated by numerical simulation. A damage state index gamma was introduced and used to characterize the crushing and crack damage zones through a user-defined subroutine. Two indices, i.e., n(1) and n(2) that can reflect the cutting performance, were also introduced. The simulation results indicate that an optimal value of L can be obtained so that the n(1) and n(2) can reach their optimal states for the best cutting performance. A larger D results in better cutting performance when the L value maintains its best. In addition, the influences of the loading rate and the in-situ stress on the cutting performance were investigated. It is found that an explosive with a high loading rate is suit for cutting blasting. The propagation direction and the length of the tensile cracks are affected by the direction and the magnitude of the maximum principal stress.
引用
收藏
页码:1413 / 1423
页数:11
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