Dynamic Response and Rock Damage of Different Shapes of Cavities under Blasting Loads

Author:

Cui Xuejiao12,Zhao Mingsheng23,Li Qiyue1

Affiliation:

1. School of Resources and Safety Engineering, Central South University, Changsha 410083, China

2. Poly Xinlian Blasting Engineering Group Co., Ltd., Guiyang 550002, China

3. School of Mining, Guizhou University, Guiyang 550025, China

Abstract

In order to investigate the dynamic response and rock mass damage characteristics of cavities with different shapes under blasting loads, this paper, through a combination of model tests and numerical simulations, studies the stress distribution, strain, failure modes, and blasting fragment size distribution of cavities with different shapes subjected to blasting loads. The results show that under the action of blasting loads, the presence of cavities with different shapes significantly affects the blasting effects and rock mass damage. Spherical cavities exhibit excellent blast resistance, whereas rectangular and triangular cavities are prone to stress concentration at their tips, which in turn promotes rock mass damage and failure. Subsequent analysis of the blasting fragment sizes reveals that rectangular and triangular cavities yield more favorable blasting results than spherical cavities. The research findings provide important theoretical foundations and practical guidance for the design and construction of underground engineering blasting, contributing to enhancing engineering safety and promoting the sustainable development of the underground engineering industry.

Funder

National Natural Science Foundation of China

State Key Laboratory of Precision Blasting and Hubei Key Laboratory of Blasting Engineering, Jianghan University

Publisher

MDPI AG

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