检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:Jiachen Wang Meng Li Zhaohui Wang Zheng Li Han Zhang Shixiong Song
机构地区:[1]School of Energy and Mining Engineering,China University of Mining and Technology-Beijing,Beijing 100083,China [2]Coal Industry Engineering Research Center of Top-coal Caving Mining,Beijing 100083,China [3]Faculty of Engineering,Hokkaido University,Sapporo 060-8628,Japan
出 处:《International Journal of Mining Science and Technology》2024年第4期427-442,共16页矿业科学技术学报(英文版)
基 金:financial support from the National Key Research and Development Program of China (No.2023YFC2907501);the National Natural Science Foundation of China (No.52374106);the Fundamental Research Funds for the Central Universities (No.2023ZKPYNY01)。
摘 要:In order to improve rib stability,failure criteria and instability mode of a thick coal seam with inter-band rock layer are analysed in this study.A three-dimensional mechanical model is established for the rib by considering the rock layer.A safety factor is defined foy the rib,and it is observed that the safety factor exhibits a positive correlation with the thickness and strength of the inter-band rock.A calculation method for determining critical parameters of the rock layer is presented to ensure the rib stability.It is revealed that incomplete propagation of the fracture at the hard rock constitutes a fundamental prerequisite for ensuring the rib stability.The influence of the position of the inter-band rock in the coal seam on failure mechanism of the rib was thoroughly investigated by developing a series of physical models for the rib at the face area.The best position for the inter-band rock in the coal seam is at a height of 1.5 m away from the roof line,which tends to provide a good stability state for the rib.For different inter-band rock positions,two ways of controlling rib by increasing supports stiffness and flexible grouting reinforcement are proposed.
关 键 词:Rib spalling Inter-band rock Large mining height Limit analysis Physical model experiment Numerical simulation
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.7