Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Tongji University(Natural Science)》 1991-01
Add to Favorite Get Latest Update

Study on Partial Factors of Pile Vertical Bearing Capacity

Gao Dazhao Zeng Zhujia (Department of Geotechnical Engineering)  
The pile's vertical bearing capacity, is composed of point resistance and skin resistance. The skin resistance consists of frictions provided from every soil layer which the pile goes through. In general, skin frictions vary not only in quantity but also in the coefficient of variation. When the limit-state design method is used for pile foundation design, it is necessary to determine the standard value for design parameters as well as the partial factial factors for each soil layer. In this paper, an approach has been presented for determining the partial factors on the point and the skin frictions of the pile. When the pile foundation design code is drafted, the results may be treated as the basic information.
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