Analysis on Limit Equilibrium Zone of Coal Pillar in Mining Roadway Based on Mechanical Model of Elastic Foundation Beam-Reference-Cited by-同舟云学术

Analysis on Limit Equilibrium Zone of Coal Pillar in Mining Roadway Based on Mechanical Model of Elastic Foundation Beam

Published:2016-04 Issue:4 Volume:142 Page:04016009
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Yu Yuan-xiang¹,Huang Rong-bin²,Wang Bing-qiang³

Affiliation:

1. Associate Professor, School of Architecture and Civil Engineering, Xi’an Univ. of Science and Technology, No.58 Yanta Rd(N) Mid-Section., Xi’an 710054, P. R. China (corresponding author).

2. Ph.D. Candidate, School of Architecture and Civil Engineering, Xi’an Univ. of Science and Technology, No.58 Yanta Rd(N) Mid-Section., Xi’an 710054, P. R. China.

3. Postgraduate, Engineering Geological Research Institute, Xi’an Research Institute, China Coal Technology and Engineering Group Corp., Xi’an 710077, P. R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001032

Reference27 articles.

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2. Two- and three-dimensional elasto-plastic analysis for coal pillar design and its application to highwall mining

3. Fairhurst C. (1990). “Deformation yield rupture and stability of excavations at great depth.” Rockburstand Seismacity in Mines Balkema Rotterdam 1103–1114.

4. Gong S. C. (2009). “Study on the plastic displacement solution in the coal-side.” Proc. Theory and Practice of Western Mine Construction Projects Xu Zhou ed. China University of Mining and Technology Press Xuzhou 264–268.

5. Stress in in-seam roadway sides and limit equilibrium zone;Hou C. J.;J. China Coal Soc.,1989

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