Sensitivity analysis of factors influencing support crushing in working face of improving upper limit under loose aquifer and countermeasures against support crushing
LI Ying-fu, HUA Xin-zhu, YANG Ke, et al. Sensitivity analysis of factors influencing support crushing in working face of improving upper limit under loose aquifer and countermeasures against support crushing[J]. 2016, 37(5): 1425-1433.
LI Ying-fu, HUA Xin-zhu, YANG Ke, et al. Sensitivity analysis of factors influencing support crushing in working face of improving upper limit under loose aquifer and countermeasures against support crushing[J]. 2016, 37(5): 1425-1433.DOI: 10.16285/j.rsm.2016.05.026.
To avoid support crushing again under the similar conditions of working face No. 1202(3) by improving upper limit in Gubei Coal Mine of Huainan
based on fracture characteristics of overlying strata
a structural mechanics model of overlying strata with the natural arch is established. The theoretical formula of the arch rise for both the low the high caving arches are deduced. Firstly
the influence of fracture location of the roof on the support load is studied. Then
the overlying strata loads under conditions of loose aquifer inside and outside the natural arch are calculated. Moreover
the criteria of support crushing for sliding instability and squash instability are determined. This study shows that it is easy to form the structure of high caving arch when the working face of improving upper limit is influenced by the water of loose aquifer. The volume weight of loose aquifer inside the high caving arch increases
and the contact forces between hinged rocks decrease. Additionally
the key layer is influenced by the water pressure of loose aquifer
which increase loads on the supports sharply. Therefore
the working face of improving upper limit easily leads to support crushing. However
the influencing factors of support crushing belong to both geological factors and mining technology factor. It should be mentioned that the blindly increasing working resistance of supports is not necessary to reduce the risk of support crushing
but the support cost is inevitable to increase rapidly. Based on the above analysis
the dimensionless sensitivity index is defined
and then the sensitivity of influencing factors of support crushing is analyzed. It aims at investigating the influencing factors of high sensitivity and preventing countermeasures of support crushing
such as controlling an appropriate mining height
forced caving for the roof of open-off cut
preventing an immediate roof suspending
hydrophobic step-down before mining
strengthening the rib of working face
improving support force
selecting reasonable equipment
and guaranteeing reasonable advance speed of working face. These measures provide some theoretical guidance for safe mining under the similar conditions of working face No. 1202(3).