A Simulation Analysis of the Stability of Tall and Collapse-Prone Stopes: A Case Study of the Dongguashan Copper Mine
Source abstract
Abstract
This study conducts a simulation analysis of the stability of tall and collapse-prone stopes at the Dongguashan copper mine, using the FLAC3D-3.0 software to investigate the stress distribution and deformation behavior of geological materials under different working conditions, providing an effective means of addressing complex mechanical issues in geotechnical engineering. In this paper, the stability of the tall stopes in the Dongguashan mining area was analyzed through numerical simulations using the FLAC3D finite difference method. First, a three-dimensional numerical model of the tall stopes was established based on the actual conditions of the mining area, simulating the mining conditions and environment. Next, the stress distribution, displacement variation, and potential instability zones under different mining schemes were studied, with a comparative analysis conducted between traditional mining methods and optimized schemes to clarify their respective advantages and disadvantages. Finally, based on the simulation results, the most suitable mining scheme for the area was identified, aimed at reducing the risk of stope collapse and improving the overall stability and safety of the mine. The findings provide technical support for the design and support of tall stopes in deep deposits and offer important reference points for mine safety management.
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Research context
OpenAlex topics: Geomechanics and Mining Engineering · Geoscience and Mining Technology · Rock Mechanics and Modeling
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Affiliations
School of Resources and Safety Engineering, Central South University, Changsha 410083, China
Hunan Lianshao Construction Engineering (Group) Co., Ltd., Changsha 410000, China
Funding
National Natural Science Foundation of China
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