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防治工程施工对链子崖危岩体的扰动
引用本文:王洪德,姚秀菊,高幼龙,薛星桥.防治工程施工对链子崖危岩体的扰动[J].地球学报,2003,24(4):375-378.
作者姓名:王洪德  姚秀菊  高幼龙  薛星桥
作者单位:中国地质大学,湖北武汉430074; 中国地质调查局水文地质工程地质技术方法研究所,河北保定071051;中国地质调查局水文地质工程地质技术方法研究所,河北保定071051;中国地质调查局水文地质工程地质技术方法研究所,河北保定071051;中国地质调查局水文地质工程地质技术方法研究所,河北保定071051
基金项目:国家重点地质灾害防治专项“长江三峡链子崖危岩体和黄腊石滑坡防治工程”
摘    要:长江三峡链子崖危岩体防治工程的实施,使其安全度有了较大提高,经过应力调整,已使其变形趋于稳定,防治工程效果日渐显著。通过对链子崖危岩体防治工程进行前以及施工过程中的地表绝对位移、裂缝相对位移、钻孔深部位移、岩体应力和锚索张拉力等监测资料的分析对比,讨论防治工程施工对链子崖危岩体变形的影响,论述施工进度、施工强度与危岩体变形的对应关系。

关 键 词:链子崖危岩体    扰动    变形    监测

The Disturbance of the Controlling Engineering Construction to the Lianzi Cliff Dangerous Rock Body
WANG Hong-de,YAO Xiu-ju,GAO You-long and XUE Xing-qiao.The Disturbance of the Controlling Engineering Construction to the Lianzi Cliff Dangerous Rock Body[J].Acta Geoscientia Sinica,2003,24(4):375-378.
Authors:WANG Hong-de  YAO Xiu-ju  GAO You-long and XUE Xing-qiao
Institution:China University of Geosciences Wuhan, Hubei 430074; Institute of Hydrogeology and Engineering Geology Techniques, CAGS, Baoding, Hebei 071051;Institute of Hydrogeology and Engineering Geology Techniques, CAGS, Baoding, Hebei 071051;Institute of Hydrogeology and Engineering Geology Techniques, CAGS, Baoding, Hebei 071051;Institute of Hydrogeology and Engineering Geology Techniques, CAGS, Baoding, Hebei 071051
Abstract:The construction of the controlling engineering including adjusting stress has greatly raised the stability, and the Lianzi Cliff dangerous rock body is more stable now than ever before. In short, the effects of the controlling engineering is increasingly shown with each passing day.Through comparing such monitoring data as ground absolute displacement, relative displacement of cracks, displacement of drill depths, rock-body stress and cable tension before and after the controlling engineering, this paper deals with the effects of the controlling engineering on the deformation of Lianzi Cliff dangerous rock body and the relation between the deformation of the dangerous rock body and the construction rate as well as the construction strength.
Keywords:Lianzi Cliff dangerous rock body  disturbance  deformation  monitoring
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