Numerical Simulation and Design Optimization of the Composite Roof Roadway Support for Large Section

Abstract:

Based on the engineering practice of the large section roadway in Zhaozhuang Mine, which has composite roof of mudstone and sandy mudstone, and the shale floor, and did the support optimization design of large section roadway through three-dimensional numerical simulation by using the FLAC3D. To optimize the row spacing between the bolt, it carried out nine group test of numerical simulation program to analyze, six group test of numerical simulation program to analyze the length of the anchor cable, and five group test to analyze the distance of the anchor cable. Through these, the effect of the bolt spacing, the length of the top anchor cable, the anchor cable spacing and other support parameters to the supporting are got, and putting forward an anchor - anchor cable integrated supporting parameters optimization program to match the large section of the composite roof. Results show that it is reasonable to use 950mm x 900mm of the bolt spacing in design, and 7.5 meters length in design the top anchor cable.

• Periodical: Applied Mechanics and Materials (Volumes 170-173)
• Pages: 3500-3506
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.170-173.3500
• Online since: May 2012
• Authors: Ren Shu Yang, Zhen Fang Li, Dong Ming Guo, Peng Xu, Zong Ming Gao
• Keywords: Composite Roof Gates, Large Section Roadway, Numerical Simulation, Support Optimization Design

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