Force Characteristic Analysis of Overlying Stratum Based on Elastic Foundation Beam Theory

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Abstract:

Regard the mechanics model of key rock stratum in overlying strata as the single-span beam with semi-infinite length elastic foundation support. Based on elastic foundation beam theory, derive the analytic solution about inner force distribution of overlying strata. Then analyze the variation law of maximum value of bending moment and its location of overlying strata followed by beam space and relative rigidity. Through the research and analysis, the relationship between the elasticity of elastic foundation and the stress field of digging area is elaborated.

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Periodical:

Advanced Materials Research (Volumes 368-373)

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3167-3170

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Online since:

October 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Ming-gao Qian, Xie-xin Liao, Jia-ling Xu. Theory of Key Stratum in Ground Control[M]. Xu zhou: The Publishing House of China University of Mining and Technology, 2000: 65-190. (In Chinese)

Google Scholar

[2] Zhen-qi Song. Practical Mine Pressure Control [M]. Xu zhou: The Publishing House of China University of Mining and Technology,1988: 50-120. (In Chinese)

Google Scholar

[3] Qing-xiang Huang. Study on Roof Structure and Ground Control in Shallow Seam Longwall Mining [M]. Xu zhou: The Publishing House of China University of Mining and Technology, 2000: 97-105. (In Chinese)

Google Scholar

[4] Man He, He-ping Xie, Su-ping Peng. Study on rock mechanics in deep mining engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2005,24(16): 2803-2813. (In Chinese)

Google Scholar

[5] Minggao Qian, Xiexing Miao, Jianlin Xu. Theoretical study of key stratum in ground control[J]. Journal of China Coal Society, 1996, 21(3): 225-230. (In Chinese)

Google Scholar

[6] Da-jun Ding, Zhong-de Liu. Calculation Theory and Method for Beam on Elastic Foundation[M]. Nan jing: The Publishing House of Nanjing Institute of Technology 1986: 149-160. (In Chinese)

Google Scholar