Retaining pile and columns difference settlement analysis of a top down method foundation pitChinese Full Text
TANG Xiao-qiang1,2 ZHANG Zhi-hao2 ZHANG Geng-cheng2(1.Environmental Science and Engineering College,Ocean University of China,Qingdao 266100,China; 2.China Petroleum East China Survey & Design Institute Geotechnical Engineering Company,Qingdao 266071,China)
Abstract: In this paper,a project of air defense top down foundation pit was numerical computed by plaxis.And according to the above calculation,an analysis of difference settlement of supporting pile and post with a hard layer(strong weathering rock) under the bottom was presented.Pit-bottom uplift estimated by Tongji method,calculation and the results of numerical simulation coincide,indicating that the rock area basal rebound main control factor is simple unloading rebound.If reversed construction of retaining structure and columns are embedded in the rock piles,the differential settlement between the two components is very small,meeting the requirements of the structural design.
- DOI:
10.13719/j.cnki.cn14-1279/tu.2012.31.077
- Series:
- Subject:
- Classification Code:
TU753
- Mobile Reading
Read on your phone instantly
Step 1Scan QR Codes
"Mobile CNKI-CNKI Express" App
Step 2Open“CNKI Express”
and click the scan icon in the upper left corner of the homepage.
Step 3Scan QR Codes
Read this article on your phone.
- CAJ Download
- PDF Download
Download the mobile appuse the app to scan this coderead the article.
Tips: Please download CAJViewer to view CAJ format full text.
Download: 93 Page: 77-79 Pagecount: 3 Size: 330K
Citation Network
Related Literature
- Similar Article
- Reader Recommendation
- Associated Author