The Research on the Stability of the Foundation and Grouting Treatment Efect under the Process of Surface Structures in old Mined-out Areas

被引:0
|
作者
Li, Ke [1 ]
Li, Tong [2 ]
Wang, Dongli [2 ]
机构
[1] Northeast Petr Univ, Sch Civil Engn, Daqing 163000, Heilongjiang, Peoples R China
[2] Northeast Petr Univ, Qinhuangdao 066004, Hebei, Peoples R China
来源
ADVANCES IN STRUCTURES, PTS 1-5 | 2011年 / 163-167卷
关键词
Mined-out Areas; Stability of The Foundation; Grouting; Numerical Simulation; Monitoring; Surface Load; Mining Subsidence; Engineering Measures;
D O I
10.4028/www.scientific.net/AMR.163-167.3682
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Firstly, it simulates different depth at nanmaquan and civil mines respectively with the software of MIDAS to carry out in phases; secondly, it discusses the rule of vertical settlement surrounding rock and cover rock in the mined-out areas; lastly, it analyzes furtherly the rules of changes with the method of adding different load in order to research the stability of the foundation under load in the old mined-out areas. The filling grouting of falling belt and cracks belt have been explored and analyzed on the basis of a series of different methods such as total filling grouting, part decreasing stride, separating rock and board, and independent rooting, and so on. Afterwards, it applies XBHV-10-foot steel settlement instruments to measure on the scene and analyze the effect. Minded-out areas reached the desired treatment effect.
引用
收藏
页码:3682 / 3685
页数:4
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