Stability Analysis Method to Underground Goafs in Opencast Mining Based on FEM

Fa Ben Li; Cai Wu Lu; Ying Feng Li

doi:10.4028/www.scientific.net/AMR.594-597.246

Paper Titles

The Practice and Cognition of Tracing with Drilling in Fish Bone Horizontal Well
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Rock Mesoscopic Structural Plane, Mesoscopic Anisotropy and Mesoscopic Anisotropy Index
p.230

The Affecting Factors of Soil-Reinforcement by Plant Roots
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Study on Restrain Effect of Ground Grouting to the Vertical Additional Force of Shaft Lining
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Stability Analysis Method to Underground Goafs in Opencast Mining Based on FEM
p.246

The Compression Behavior of Contaminated Clay under Coupled Temperature and Chemical Solution
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The Application Research on the Elastic-Flexible Anchor in the Retaining Wall
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Nonlinear Analysis of Foundation Settlement by Modified Secant Modulus Method
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FEM Simulation of Earth Pressure on Geosynthetic-Reinforced Soil Retaining Wall under Variable Rate Loading
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Stability Analysis Method to Underground Goafs in...

Stability Analysis Method to Underground Goafs in Opencast Mining Based on FEM

Abstract:

The 3D model of terrain, which includes goafs, is built by use of terrain generator from MIDAS GTS. The method is developed that the model is stress analyzed by FEM (finite-element method). The following cases are considered: rock weight, loose rock and Heavy Equipment on step surface. Finally, used to the field datum from Luo’yang Molybdenum Co., Ltd., modeling and stress analyzing are finished by the software of MIDAS GTS. The result indicates that the method could provide scientific basis for Safety and Management to open-pit with Underground mined-out area.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

246-250

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.246

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Online since:

November 2012

Authors:

Fa Ben Li, Cai Wu Lu, Ying Feng Li

Keywords:

3D Model, Open Metal Mine, Stability Analysis, Static Load, Underground Goafs

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References

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