Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Chongqing Jiaotong University》 2004-04
Add to Favorite Get Latest Update

Research for soil-parameters back analysis and displacement prediction of deep excavation

LI Quo-wei~1,LI Wen-biao~2 (1.Gangzhou Highway Bureau,Jiangxi Ganzhou 341000,China;2.Ganzhou South Highway Survey & Desigh Institute,Jiangxi Ganzhou 341000,China)  
Based on the direct analysis of two dimensional finite element method of deep excavation, author makes back analysis of soil parameters in deep excavation considering soil disturbance. According to the uncertainty of deep excavation, the best optimization for back analysis and prediction for displacement of excavation are build up based on back analysis model. The program of back analysis has been drawn up.
【CateGory Index】: TU432
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