Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/84653
Title: PREDICTION OF LOAD-CARRYING CAPACITY OF DRIVEN PILES.
Authors: Chow, Y.K. 
Karunaratne, G.P. 
Wong, K.Y.
Lee, S.L. 
Issue Date: Feb-1988
Source: Chow, Y.K.,Karunaratne, G.P.,Wong, K.Y.,Lee, S.L. (1988-02). PREDICTION OF LOAD-CARRYING CAPACITY OF DRIVEN PILES.. Canadian geotechnical journal 25 (1) : 13-23. ScholarBank@NUS Repository.
Abstract: Two methods are presented to estimate the load-carrying capacity of driven piles. These methods use a new wave equation model that incorporates the loss of energy to the soil mass through radiation damping of the soil. Conventional soil parameters are used in this new model. Both methods use the load-test result of a test pile to estimate the soil parameters at the site by set matching. These soil parameters are then used to predict the load-carrying capacity of similar piles at the site in subsequent analyses from set measurements. The two methods are demonstrated by the prediction of the load-carrying capacity of 21 piles at four sites.
Source Title: Canadian geotechnical journal
URI: http://scholarbank.nus.edu.sg/handle/10635/84653
ISSN: 00083674
Appears in Collections:Staff Publications

Show full item record
Files in This Item:
There are no files associated with this item.

Page view(s)

16
checked on Feb 23, 2018

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.