Analysis of Displacement and Deformation Caused by Underground Mining in one Coal Mine of China

Xu Li Liang; Fang Hong Li

doi:10.4028/www.scientific.net/AMM.275-277.375

Paper Titles

The Stress Formula of Soil under Vertical Line Load
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Site Investigation of a Loess Slope for a Field Irrigation Test
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Study on Boundary Depth and Critical Shear Wave Velocity of Saturated Loess Foundation Liquefaction in Different Regions
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Numerical Simulation of Land Subsidence in Hangu-Tianjin
p.371

Analysis of Displacement and Deformation Caused by Underground Mining in one Coal Mine of China
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Research on Brittleness and its Definition of Mudstone
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Micro-Study of Soil’s Inherent Anisotropy with PFC Simulation
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Experimental Research on Compression Characteristics of Compacted Loess
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Fluid-Structure Interaction Modeling by ALE and SPH
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 275-277Analysis of Displacement and Deformation Caused by...

Analysis of Displacement and Deformation Caused by Underground Mining in one Coal Mine of China

Abstract:

A hyperbolic tangent function model was used to make analysis for the rock mass displacement and deformation caused by underground mining, the model is verified correctness through real engineering practice. The cracking damage of the above buildings was analyzed using the model; the result could provide guidance for the underground mining and safe production.

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Periodical:

Applied Mechanics and Materials (Volumes 275-277)

Pages:

375-378

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.275-277.375

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Cite this paper

Online since:

January 2013

Authors:

Xu Li Liang, Fang Hong Li

Keywords:

Collapse, Cracking Damage, Hyperbolic Tangent Function Mode, Rock Mass Displacement and Deformation

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References

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