Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Shanghai Geology》 2007-02
Add to Favorite Get Latest Update

Analysis and Treatment on Collapse of Tunnel Lining Back Cavity

ZHOU Tao1 DANG Haiyan1 WANG Guoxin2(1Shanghai Geotechnical Investigations& Design Institute Co. Ltd., Shanghai 200031 2China Construction Eighth Engineering Division,Shanghai 200135)  
Theory and practice have proved it is easy to happen collapse when there are lining back cavities in tunnel. Therefore, if there is overbreak during tunnel construction, it is obligatory to infill the overbreak. If construction can be carried out rationally according to dynamic montoring and control, this kind of collapse can be avoided.
【CateGory Index】: U455.91
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