Deformation of mining caving zone grouting compound rock under overlying strata pressure

被引:0
|
作者
杨逾 [1 ]
缪协兴 [2 ]
刘文生 [1 ]
李兴华 [2 ]
机构
[1] The Research Center of Mining Damage and Control Engineering,Liaoning Technical University,Fuxin 123000,China
[2] School of Mines,China University of Mining & Technology,Xuzhou 221008,China
关键词
mining caving zone; grouting; compound rock; compression quantity; overlying rock controlling;
D O I
暂无
中图分类号
TD32 [矿山压力与岩层移动];
学科分类号
0819 ;
摘要
To solve the problem of surface subsidence caused by mining,the main method is to reasonably process coal mining space."Mining caving zone high-pressure grouting pulverized coal ash hydromass controlling roof and overlying strata movement" technology is one of processing methods.After grouting pulverized coal ash hydromass in mining caving zone,formed one kind of special material which is used to support roof and effec- tively control the subsidence of overlying strata.For the accurate calculation of roof mining subsidence at grouting state,based on the characteristics of such materials,established its constitutive equation based on certain assumptions,gave deformation calculation method when the compound rock supports overlying strata,lay foundation for the actual calculation of subsidence of overlying strata after grouting and the promotion of mining caving zone grouting technology.
引用
收藏
页码:594 / 596
页数:3
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