期刊文献+
共找到3篇文章
< 1 >
每页显示 20 50 100
溶洞对隧道衬砌结构安全影响及回填深度研究
1
作者 司君岭 《四川建筑》 2020年第2期152-154,共3页
文章以国内某地穿越溶洞地层隧道项目为依托,采用ANSYS软件数值模拟,并得到有无溶洞情况下隧道衬砌结构的力学性状差异以及溶洞对隧道衬砌结构的安全度影响,进而提出建立刚度折减区,研究采用回填手段时,所需的最优回填深度。结果表明,... 文章以国内某地穿越溶洞地层隧道项目为依托,采用ANSYS软件数值模拟,并得到有无溶洞情况下隧道衬砌结构的力学性状差异以及溶洞对隧道衬砌结构的安全度影响,进而提出建立刚度折减区,研究采用回填手段时,所需的最优回填深度。结果表明,溶洞造成隧道衬砌结构整体受力形式发生改变,衬砌大部分区域安全系数下降,回填土能有效提高隧道整体安全系数,回填深度达到4 m时,回填覆土只需提供原围岩0.2倍地层抗力刚度系数即能达到稳定,最具有安全性和经济性,为综合评价溶洞对隧道衬砌安全影响以及回填方案选取提供了依据。 展开更多
关键词 溶洞 隧道衬砌 结构安全 回填深度
下载PDF
Hydraulic calculation of gravity transportation pipeline system for backfill slurry 被引量:14
2
作者 张钦礼 胡冠宇 王新民 《Journal of Central South University of Technology》 EI 2008年第5期645-649,共5页
Taking cemented coal gangue pipeline transportation system in Suncun Coal Mine, Xinwen Mining Group, Shandong Province, China, as an example, the hydraulic calculation approaches and process about gravity pipeline tra... Taking cemented coal gangue pipeline transportation system in Suncun Coal Mine, Xinwen Mining Group, Shandong Province, China, as an example, the hydraulic calculation approaches and process about gravity pipeline transportation of backfill slurry were investigated. The results show that the backfill capability of the backfill system should be higher than 74.4 m3/h according to the mining production and backfill times in the mine; the minimum velocity (critical velocity) and practical working velocity of the backfill slurry are 1.44 and 3.82 m/s, respectively. Various formulae give the maximum ratio of total length to vertical height of pipeline (L/H ratio) of the backfill system of 5.4, and then the reliability and capability of the system can be evaluated. 展开更多
关键词 hydraulic calculation critical velocity working velocity pipe length-backfill depth ratio backfill capability
下载PDF
Features of pipe transportation of paste-like backfilling in deep mine 被引量:10
3
作者 王新民 赵建文 +1 位作者 薛俊华 余国锋 《Journal of Central South University》 SCIE EI CAS 2011年第5期1413-1417,共5页
Based on the pipe transportation of paste-like backfilling system of a certain deep coal mine,its dynamics process was simulated and analyzed.A two-dimensional dynamic model of extraordinary deep and lone pipe was bui... Based on the pipe transportation of paste-like backfilling system of a certain deep coal mine,its dynamics process was simulated and analyzed.A two-dimensional dynamic model of extraordinary deep and lone pipe was built by GAMBIT,on the basis of which the simulation was done by implicit solver of FLUENT 2ddp.The results show that hydraulic loss of pipe transportation is less than the pressure produced by gravity,which means the backfilling material can flow by itself.When the inlet velocity is 3.2 m/s,the maximum velocity of 4.10 m/s is at the elbow and the maximum velocity in the horizontal pipe is 3.91 m/s,which can both meet the stability requirement.The results of the simulation are proved to be reliable by the residual monitor plotting of related parameter,so it can be concluded that the system of pipe transportation is safe. 展开更多
关键词 BACKFILLING deep mine paste-like slurry pipe transportation flow
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部