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Experimental study on sliding shaft lining mechanical mechanisms under ground subsidence conditions 被引量:11
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作者 姚直书 杨俊杰 孙文若 《Journal of Coal Science & Engineering(China)》 2003年第1期95-99,共5页
Aimed at more than 60 shaft linings damaged in Huaibei, Datun, Xuzhou and Yanzhou mine areas, this paper presents a new type of sliding shaft lining with asphalt blocks sliding layer. By model test, it is obtained tha... Aimed at more than 60 shaft linings damaged in Huaibei, Datun, Xuzhou and Yanzhou mine areas, this paper presents a new type of sliding shaft lining with asphalt blocks sliding layer. By model test, it is obtained that the deformation characteristics and the mechanical mechanisms of the sliding shaft lining under the condition of ground subsidence. The research results provide a testing basis for the sliding shaft lining design. By now, this kind of sliding shaft lining had been applied in 9 shafts in China and Bangladesh. 展开更多
关键词 shaft lining asphalt blocks sliding layer constrictive layer model test
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