Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Shanxi Architecture》 2017-08
Add to Favorite Get Latest Update

The static load test of single pile vertical bearing capacity of NO.2011G01 block

Song Yongzhong;Weihai Construction Group Limited Company by Share;  
Combining with the engineering geological conditions of Nanjing NO. 2011G01 block,used the rotary drilling method bored pile form,and through the single pile vertical compressive bearing capacity static load test method,tested the rotary drilling method bored piles,the results showed that the vertical bearing capacity of inspection pile foundation all met the design requirements,could ensure the construction quality.
【CateGory Index】: TU473.11
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