Geomechanics and Engineering A

Volume 37, Number 6, 2024, pages 555-563

DOI: 10.12989/gae.2024.37.6.555

Study on damage law and width optimization design of coal pillar with the discrete element method

Chuanwei Zang, Bingzheng Jiang, Xiaoshan Wang, Hao Wang, Jia Zhou, Miao Chen and Yu Cong

Abstract

The reasonable setting of coal pillar width plays a key role in guaranteeing the steadiness of surrounding rock of fully mechanized caving gateroad driving along the next goaf. Based on the engineering background of the Bayangaole mine, the discrete element method was used to simulate the fracture evolution of coal pillars with different pillar widths. The results show that the damage rate of the coal pillar increases with the decrease in the width of the coal pillar. Once the coal pillar width is smaller than 6 m, cracks run through the coal pillar, and the coal pillar is completely damaged. In the middle of the coal pillar, which has a width of 6 m and above, there is a relatively complete area with low damage. The results show that the pillar width of 6 m is the most appropriate. Field tests prove that the reserved width of a 6 m small coal pillar can effectively control the surrounding rock deformation, ensuring the overall steadiness of the gateroad in the thick coal seam. It is hoped that this study will offer some reference for the determination of the reasonable size of the coal pillar.

Key Words

coal pillar; crack distribution; damage assessment; discrete element method; stress evolution

Address

Chuanwei Zang, Bingzheng Jiang, Hao Wang, Jia Zhou and Miao Chen: College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao, Shandong 266590, China Xiaoshan Wang and Yu Cong: School of Science, Qingdao University of Technology, Qingdao, Shandong 266590, China