Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Underground Space》 2002-01
Add to Favorite Get Latest Update

Study on Mechanism of Consolidation of Loose Media by Prestressed Anchor

WANG Wenjie et al.  
Employing three dimension nonlinear finite element method,this paper has conducted a numerical modeling of the real slope after its consolidation by prestressed anchor cable.Through changing the boundary conditions corresponding to different arrangement of anchors,the counsolidation mechanism of prestressed anchor in soft rock mass hasbeen investigated in detail.
【CateGory Index】: U451
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved