SONG Xu-gen, CHEN Cong-xin, XIA Kai-zong, et al. Research on deformation mechanism and feasibility of continuous use of mine shaft[J]. 2017, 38(S1): 331-342.
DOI:
SONG Xu-gen, CHEN Cong-xin, XIA Kai-zong, et al. Research on deformation mechanism and feasibility of continuous use of mine shaft[J]. 2017, 38(S1): 331-342.DOI: 10.16285/j.rsm.2017.S1.041.
Research on deformation mechanism and feasibility of continuous use of mine shaft
Based on results of surface deformation and shaft cracks monitoring of Chengchao iron mine
the damage reasons of East main shaft are analyzed
by ways of numerical simulation; and then the feasibility of continuous use of shaft is discussed. By using post detailed monitoring data of ground and deep rock mass
a mechanical model for toppling failure is established. The relation between shaft’s crack growth and rock mass horizontal displacement and rock zone in East shaft area is discussed. The results show that: damage of the shaft is caused by underground mining. Horizontal displacement of rock mass has vital effact in shaft damage. The distribution of shaft cracks is related to goaf’s location; there are a lot of cracks on the East and West of east main shaft; but south and north are little. Numerical analysis results show that deformation of surface and deep rock mass will further increase along with the mining activities extend to depth; but deformation of deep rock still too small to lead to entire failure. Crack distribution in vertical direction is related to rock engineering zone by comparison.
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Related Author
CHEN Huai-lin
YANG Tao
RAO Yun-kang
ZHANG Zhe
WU Hong-gang
XIE Jiang-wei
TENG Han-qing
ABI ERDI
Related Institution
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC
China Railway Academy Co., Ltd.
School of River & Ocean Engineering, Chongqing Jiaotong University
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences