首页 | 本学科首页   官方微博 | 高级检索  
     

排土场软土地基固结变形分析
引用本文:黄广龙,苏文贤.排土场软土地基固结变形分析[J].中国矿业,1993,2(4):51-56.
作者姓名:黄广龙  苏文贤
作者单位:马鞍山矿山研究院 (黄广龙,苏文贤),马鞍山矿山研究院(朱绳武)
摘    要:本文针对露天矿排土场软土地基滑坡问题,考虑土体的弹塑性性质以及排土工艺对软土地基变形的影响,对本钢歪头山铁矿排土场软土地基进行了弹塑性固结变形分析,得到排土场地基在逐级加载作用下的水平位移,垂直位移和孔隙水压力变化曲线,与实测资料进行对比分析,认为计算结果能够较好地符合实际,可以用于同类型矿山排土场软土地基的破坏变形分析。

关 键 词:露天矿排土场  软土地基  固结变形

CONSOLIDATION AND DEFORMATION ANALYSIS OF WEAK FOUNDATION OF WASTE DUMP IN OPEN PIT MINE
Huang Guanglong Su Wenxian Zhu Shengwu.CONSOLIDATION AND DEFORMATION ANALYSIS OF WEAK FOUNDATION OF WASTE DUMP IN OPEN PIT MINE[J].China Mining Magazine,1993,2(4):51-56.
Authors:Huang Guanglong Su Wenxian Zhu Shengwu
Affiliation:Maanshan Institute of Mining Research
Abstract:The failure of weak foundation of waste dump is a serious problem in open pit mine. In this paper, considering the characteristic of soft soil, the elast-plastic consolidation and deformation analysis of weak foundation of the waste dump in Waitoushan open pit mine has been carried out. The satisfied results, such as pore water pressures, horizontal and vertical displacements during staged construction, are obtained, and the analytical values can explain well the observed data. It can be applied to other mines where similar problems are presented.
Keywords:Waste dump in open pit mine  weak foundation  consolidation and deformation  
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号