供稿: 陈晓祥;韦四江 | 时间: 2019-05-05 | 次数: |
作者单位:河南理工大学能源科学与工程学院
摘要:采用UDEC数值模拟计算,对岩层移动模拟研究中如何确定简化模型上部边界条件进行了研究.结果表明,当模型中存在主关键层时,将主关键层以上的岩层自重简化为均布荷载加在模型上边界,当模型中不存在主关键层时,将导水裂隙带以上的岩层自重简化为均布荷载加在模型上边界,均对老顶的跨落距、老顶上垂直应力分布和老顶的位移没有显著影响,因此,可以将主关键层以上或导水裂缝带以上的岩层自重简化为均布载荷作为上部边界条件加在模型上边界.
基金:河南省教育厅自然科学研究计划项目(2008A440006);河南理工大学博士基金资助项目(648234);
DOI:10.16186/j.cnki.1673-9787.2008.03.005
分类号:TD325
The discussion about definiting upper boundary condition in numerical simulation model of mining engineering
Abstract:By using UDEC numerical simulation computation, the determination of simplified model's upper boundary condition when simulating strata movement was studied.The results show that, it have no remarkable influence on the breakage length, the distribution of vertical stress and the displacement of main roof.The rock strata deadweight above main key stratum was simplified to uniform load and loaded on model's upper bounary when exists main key stratum in model.The rock strata deadweight above water flowing fractured zone was simplified to uniform load and loaded on model's upper bounary when doesn't exist main key stratum.Therefore, it may load the rock strata deadweight above main key stratum or water flowing fractured zone on the model's upper boundary in model.