首页 | 本学科首页   官方微博 | 高级检索  
     

预应力锚索锚固效应的三维数值模拟及其工程应用研究
引用本文:张思峰,周健,宋修广,李术才. 预应力锚索锚固效应的三维数值模拟及其工程应用研究[J]. 地质力学学报, 2006, 12(2): 166-173
作者姓名:张思峰  周健  宋修广  李术才
作者单位:同济大学地下建筑与工程系,上海,200092;山东大学,岩土与结构工程研究中心,济南,250061
摘    要:预应力锚固技术在岩土加固的各个领域中得到了广泛的应用,但是关于其锚固机理的研究仍处于探索阶段。本文采用快速拉格朗日分析法(FLAC3D)对预应力单、群锚体系作用下锚固段、自由段以及锚头部位的受力、变形和破坏机理进行了三维数值模拟分析,探讨了影响锚固段剪应力分布的一些因素,在此基础上得出了一些有益的结论,可为预应力锚固的工程设计和理论研究提供参考。最后,将其应用到工程实践中,证明了其有效性。 

关 键 词:预应力锚索  锚固效应  数值模拟  工程应用
文章编号:1006-6616(2006)02-0166-08
收稿时间:2006-02-17
修稿时间:2006-02-17

3D NUMERICAL SIMULATION OF THE ANCHOR EFFECT OF PRESTRESSED CABLES AND ITS ENGINEERING APPLICATION
ZHANG Si-feng,ZHOU jian,SONG Xiu-guang,LI Shu-cai. 3D NUMERICAL SIMULATION OF THE ANCHOR EFFECT OF PRESTRESSED CABLES AND ITS ENGINEERING APPLICATION[J]. Journal of Geomechanics, 2006, 12(2): 166-173
Authors:ZHANG Si-feng  ZHOU jian  SONG Xiu-guang  LI Shu-cai
Affiliation:1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092;2. Research Center of Geotechnical and Structural Engineering, Shandong University, Jinan 250061, Shandong
Abstract:Prestressed cable anchor technology has been widely used in many fields of geotechnical reinforcement engineering.However,the research on the reinforcement mechanism of prestressed anchorage is still at an exploratory stage.Based on the fast Lagrangian analysis method(FLAC-3D),the stress,deformation and failure mechanisms of the anchorage segment,free segment and anchor pier under the effect of the single or multi-cable anchor system have been analyzed through 3D numerical modeling and some influence factors of shear stress distribution along the anchorage segment have also been discussed.On that basis,some useful conclusions are drawn,which can provide a reference for the engineering design and theoretical study.These research results prove to be effective through engineering practice.
Keywords:prestressed anchor cable   anchor effect   numerical modeling   engineering application
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《地质力学学报》浏览原始摘要信息
点击此处可从《地质力学学报》下载全文
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