矿山边坡支挡结构方式选择与设计  

Selection and design of retaining structure in mine slope

作　　者：李思晋 

机构地区：[1]辽宁有色勘察研究院,辽宁沈阳110013

出　　处：《世界有色金属》2017年第22期297-298,共2页World Nonferrous Metals

摘　　要：为保证矿山安全高效生产,对开采过程中边坡的支挡结构方式选择与设计,桩基托梁锚索挡土墙支挡结构在矿山边坡建设及开采中使用效果较好,本文通过针对矿用挡土墙的墙体及抗滑桩相关参数进行计算,设计抗滑桩桩径0.8m,长5~10m,抗倾覆稳定系数与抗滑动稳定系数均大于挡土墙建设的安全标准,能够满足矿山护坡的设计要求。In order to ensure the safe and efficient production of mine, on the slope in the process of mining branch selection mode and design of retaining structure, pile foundation beam anchor retaining wall structure in mine slope construction and mining use better, through the calculation for mine retaining wall and anti slide pile parameters, design of anti slide pile diameter 0.8 m, 5~10 m, anti overturning stability coefficient and stability coefficient of anti sliding retaining wall are greater than the safety standards of construction, can meet the design requirements of mine slope.

关 键 词：矿山边坡 支挡结构 桩基托梁锚索挡土墙 

分 类 号：TU457[建筑科学—岩土工程]