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锚索应力场分析及其应用研究
引用本文:冯丽娟.锚索应力场分析及其应用研究[J].太原理工大学学报,2006,37(2):249-252.
作者姓名:冯丽娟
作者单位:中国文物研究所,北京,100029
基金项目:国家文物局重点文物保护工程项目
摘    要:针对锚索预应力作用于岩体内形成的应力场状况,利用弹性力学中的Boussinesg解和R.D.Mindlin解,研究处于锚头的岩石是否会由于挤压而产生破坏,锚根附近的岩石是否会由于张拉而发生破坏。通过研究,得出了锚索预应力作用于岩体内各受力部位形成的应力特点;以及为避免群锚效应,锚索应保持的合理间距。将此研究应用于江苏省连云港将军崖岩画的加固工程中,取得了理想的工程效果。

关 键 词:岩土工程  岩土体锚固  锚索预应力  应力场
文章编号:1007-9432(2006)02-0249-04
收稿时间:2005-06-09
修稿时间:2005年6月9日

Stress Field Analysis on the Rock Mass of the Prestressed Anchor Cable and Its Application
FENG Li-juan.Stress Field Analysis on the Rock Mass of the Prestressed Anchor Cable and Its Application[J].Journal of Taiyuan University of Technology,2006,37(2):249-252.
Authors:FENG Li-juan
Institution:China National Institute of Cultural Property ,Beijing 100029 ,China
Abstract:The stress field formed by anchoring in rock and soil with prestressed anchor cable can be simulated with the Boussinesg solution and the R.D.Mindlin solution in elastic mechanics.Based on that analysis,it is studied whether the rock at the anchor ending is destroyed or not,the right space should be keep between anchors in order to avoid the effect of the cable group.The results are used to strengthen rock mass where rock drawing exists in Jiangjunya mountain in Lianyungang city and the anticipated results has been obtained.
Keywords:rock engineering  anchoring in rock and soil  prestressd anchor cable  stress field
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