采矿与安全工程学报 ›› 2014, Vol. 31 ›› Issue (4): 624-630.

• 论文 • 上一篇    下一篇

采动塌陷区建筑物地基变形影响区与特征分析

  

  1. 1.中国矿业大学深部岩土与地下工程国家重点实验室,江苏 徐州 221116; 2.河南理工大学土木工程学院,河南 焦作 454003
  • 出版日期:2014-07-15 发布日期:2014-08-28
  • 作者简介:徐平(1981—),男,湖南省南县人,讲师,博士生,从事采动岩体力学与建筑加固方面的研究。 通信作者:茅献彪 E-mail:xbmao@cumt.edu.cn Tel:13952115899
  • 基金资助:

    国家重点基础研究发展计划(973)项目(2013CB227900,2010CB226800);国家自然科学基金项目(51374201);河南理工大学博士基金项目(Q2013-065);河南理工大学青年基金重点资助项目(Q2013-09A)

Analysis of the deformation zone and its characteristics of the building foundations in mining-induced subsidence area

  • Online:2014-07-15 Published:2014-08-28

摘要: 采动残余空洞裂隙的失稳变形是造成塌陷区上方建筑物损害的主要原因。为研究采动塌陷区建筑物地基的变形特征,通过分析附加应力与塌陷区残余空洞裂隙区的分布,对采动塌陷区地基变形影响区进行了研究。基于对采空塌陷残余空洞裂隙区的探测及建筑物地基附加应力分布分析,采动塌陷区地基变形影响范围取pz=0.1σz所对应的深度以上土层;当该深度下分布有残余空洞裂隙区时,则应取残余空洞裂隙区分布深度以上土层为采动塌陷区地基变形影响范围。根据义马某矿采动塌陷区建筑物分布,采用高密度电阻率层析成像勘探技术探测了建筑物周围残余空洞裂隙的分布,通过分析建筑物地基中的应力分布和地基变形影响区特征,阐明了采动塌陷区已建建筑物损害原因。通过研究影响拟建建筑地基中残余空洞裂隙和地基附加应力分布,表明拟建建筑将受塌陷区残余空洞裂隙失稳变形影响,需对地基基础进行加固或变更。

关键词: 采动塌陷区, 地基, 变形, 附加应力, 高密度电阻率法

Abstract: The deformation induced by mining residual cavities and fractures is a main reason causing damages to buildings in mining-induced subsidence area. In order to study the deformation characteristics of the building foundations in mining-induced subsidence area, by analyzing the distribution of the additional stress and the mining residual cavities and fractures in mining-induced subsidence area, the deformation zone of the foundations in mining-induced subsidence area has been studied. Based on the analysis of the detection for mining residual cavities and fractures and the distribution of the additional stress in the foundations, the deformation zone of the foundations in mining-induced subsidence area is above the soil depth, at which pz=0.1σz. However, when there are some mining residual cavities and fractures near this depth, the deformation zone in foundations should include mining residual cavities and fractures zone and its above area. According to the location of the buildings in Yima mining- induced subsidence area, the residual cavities and fractures zones under building foundations in mining- induced subsidence area have been detected by high density resistivity tomography method. In addition, the main reason causing damages to buildings has been demonstrated by analyzing the distribution of the stress and the deformation zone in foundations. The analysis of the distribution of the additional stress and the mining residual cavities and fractures zones also indicates that a proposed new structure will be affected by the deformation induced by the residual cavities and fractures zone, therefore, the new building foundation should be reinforced or changed.

Key words: mining-induced subsidence area, foundation, deformation, additional stress, high density resistivity method