Bearing Capacity of Backfill Body and Roof Stability During Strip Coal Pillar Extracted with Paste Backfill |
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| Authors: | Jun-wen Zhang Hai-long Wang Shao-jie Chen |
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| Institution: | 1.College of Resource and Safety Engineering,China University of Mining and Technology,Beijing,China;2.School of Civil Engineering and Architecture,Linyi University,Linyi,China;3.State Key Laboratory of Mining Disaster Prevention and Control Co-Founded by Shandong Province and the Ministry of Science and Technology,Shandong University of Science and Technology,Qingdao,China |
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| Abstract: | 2351 working face with paste backfill method of Daizhuang coal mine in eastern China is selected as engineering background, bearing characteristics of backfill body and supporting intensity of hydraulic support during coal pillar mining with paste backfill are researched. Researches show that: Even if the confining pressure is only 1 Mpa, the paste backfill material shows typical plasticity hardening. The overlying strata of working face with paste backfill method include fractured zone, continuous deformation zone, don’t include caved zone. The distribution of vertical stress above the backfill body is not a horizontal line nor presents saddle-shaped, but presents a wave distribution. The stress above backfill body does not appear abrupt change but tends to be increasing at first and stable at last. The mechanical model of roof stability during coal pillar mining with paste backfill is built, and the mechanics related formula of supporting intensity is also concluded. The hydraulic supports used in 2351 working face can control the roof subsidence effectively, but the efficiency of hydraulic supports is lower, which should be optimized properly. |
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