Geomechanics and Engineering A
Volume 39, Number 5, 2024, pages 441-453
DOI: 10.12989/gae.2024.39.5.441
Spatial size effect study of broken-expansion mass using rock-like materials under the 110/N00 mining method
Pengfei Guo, Yongxu Zhao, Xingyu Zhang, Shiwei Deng, Xiaoyun Zhang, Haijiang Zhang, Zhikang Li and Manchao He
Abstract
The spatial size effect (SSE) of the broken-expansion mass is crucial in mining engineering, particularly with the promotion of the 110/N00 mining method. We analyzed the broken-expansion characteristics of bulking mass and introduced the space ratio and SSE coefficient to understand the SSE of broken-expansion mass. The results and analyses show a clear SSE in broken-expansion mass, and the suggested space ratio can be utilized to describe SSE. When the space ratio increases, the initial (KI) and residual (KR) broken-expansion factors increase, and the greater the space ratio, the more rapidly the increase. KI generally determines KR, but the compression inhibits SSE. The proposed SSE coefficient can express the SSE and the inhibition. Additionally, the SEE coefficient explains the SSE differentiation in the displacement characteristics. A larger space ratio leads to a greater volume reduction. Meanwhile, the bulking samples show a growing compressive capacity, and it can benefit from a smaller accumulation area. Compression failure in bulking mass is a dynamic process where structures change from loose to firm. The upper samples fail and fill voids, and the lower samples adjust positions to prevent failure. Finally, the discussion suggests the implications to the 110/N00 mining method.
Key Words
broken-expansion characteristic; bulking rock; compression tests; spatial size effect
Address
Pengfei Guo, Yongxu Zhao, Shiwei Deng,iaoyun Zhang, Haijiang Zhang and Zhikang Li: Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, School of Civil Engineering,
Shaoxing University, Shaoxing 312000, China
Xingyu Zhang: Faculty of Geo-Data Science, Geodesy and Environmental Engineering, AGH University of Science and Technology,
Krakow 30-059, Poland
Manchao He: State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology,
Beijing 100083, China