层次结构底板采动破坏深度的解算与分析
[Abstract]:Floor water inrush is a complicated geological and mechanical process, which is affected by many factors, but the water inrush mechanism of bottom plate is still a difficult problem that has not been solved thoroughly. At present, there are many researches on the water barrier performance of the bottom plate, but there are few theoretical studies on the influence of the lithology of the bottom plate and its combined structure on the water barrier performance. Especially, the analytical calculation of deformation and failure depth based on hierarchical floor under mining condition is obviously insufficient. Firstly, this paper summarizes the existing mechanism of water inrush and the analytical calculation results of the mining failure depth of the bottom plate. Aiming at the existing problems, the average modulus method is put forward to realize the transformation from the hierarchical structure floor to the homogeneous floor model. Based on the homogeneous floor model, the theoretical analytical method of the mining failure depth of the floor plate with hierarchical structure is derived by using MathCAD software to calculate the failure depth of the bottom plate of the model, combined with the formula of the average modulus method. Secondly, the factors affecting the depth of mining failure of bottom plate of hierarchical structure are analyzed, and the lithology of floor and its combination structure are determined as one of the main factors. Combined with the above theoretical analytical method, two kinds of comparative experiments are assumed: the combination of different soft and hard strata and the combination of thickness ratio of different soft and hard strata. The theoretical analysis and calculation of the two experiments are carried out and the results are analyzed. The control of floor lithology and its combined structure on the depth of floor failure under the action of mining pressure is studied. According to the hypothetical conditions of the above two comparative experiments, the numerical model is constructed, and the numerical simulation is carried out by using FLAC3D software. The influence of the lithology of the bottom plate and its combined structure on the failure depth of the bottom plate is further studied and analyzed. The results are compared with the theoretical analytical results. Finally, combined with the geological conditions of No. 10405 working face in Xintaoyang Coal Mine, three methods, namely, theoretical analysis, numerical simulation and empirical formula, are used to calculate the floor failure depth of the working face, respectively, and the results of the three methods are compared. The feasibility of the theoretical analytical calculation method proposed in this paper is verified.
【学位授予单位】:山东科技大学
【学位级别】:硕士
【学位授予年份】:2017
【分类号】:TD745.2
【参考文献】
相关期刊论文 前10条
1 刘伟韬;刘士亮;宋文成;张茂鹏;谢祥祥;穆殿瑞;;基于薄板理论的工作面底板隔水层稳定性研究[J];煤炭科学技术;2015年09期
2 魏久传;肖乐乐;牛超;尹会永;施龙青;韩进;段法坦;;2001—2013年中国矿井水害事故相关性因素特征分析[J];中国科技论文;2015年03期
3 李慧斌;黄祖军;李海洋;;煤矿较大以上水害事故原因分析与对策研究[J];中州煤炭;2013年06期
4 纪洪广;向鹏;张磊;韩放;杨占军;;开采扰动岩体力学性质变异试验研究与探测分析[J];岩石力学与工程学报;2011年11期
5 郭强;葛修润;车爱兰;;岩体完整性指数与弹性模量之间的关系研究[J];岩石力学与工程学报;2011年S2期
6 高召宁;孟祥瑞;李英明;;煤层底板采动应力效应及其力学作用机制研究[J];安全与环境学报;2011年04期
7 何鹏;刘长武;王琛;犹爽;王万千;李黎;;沉积岩单轴抗压强度与弹性模量关系研究[J];四川大学学报(工程科学版);2011年04期
8 孟祥瑞;徐铖辉;高召宁;王向前;;采场底板应力分布及破坏机理[J];煤炭学报;2010年11期
9 冯梅梅;茅献彪;朱庆华;;底板隔水层岩性组合特征对隔水性能的影响[J];采矿与安全工程学报;2010年03期
10 王恩;;矿权重叠开采的安全性论证[J];煤矿安全;2008年08期
相关博士学位论文 前2条
1 王剑晨;城市暗挖隧道穿越既有地下结构的力学响应及其控制[D];北京交通大学;2014年
2 张文泉;矿井(底板)突水灾害的动态机理及综合判测和预报软件开发研究[D];山东科技大学;2004年
相关硕士学位论文 前3条
1 周君华;层状地基中土层界面的力学行为研究[D];广州大学;2012年
2 翟培合;采场底板破坏及底板水动态监测系统研究[D];山东科技大学;2005年
3 张培森;采动条件下底板应力场及变形破坏特征的研究[D];山东科技大学;2005年
,本文编号:2203235
本文链接:https://www.wllwen.com/kejilunwen/anquangongcheng/2203235.html