Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/75173
Title: The soil stress state surrounding pile during spudcan penetration
Authors: Xie, Y.
Leung, C.F.
Chow, Y.K. 
Chow, F.C.
Issue Date: 2014
Citation: Xie, Y.,Leung, C.F.,Chow, Y.K.,Chow, F.C. (2014). The soil stress state surrounding pile during spudcan penetration. Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014 1 : 537-543. ScholarBank@NUS Repository.
Abstract: This paper describes a centrifuge model study on spudcan-pile interaction. Apart from the bending moment and axial force captured along the instrumented piles during spudcan penetration in soft clay, this paper specifically investigates the developments of soil stresses along piles, in order to enhance the understanding of the spudcan-pile interaction mechanism. To measure the radial soil stresses and pore water pressures along the piles, both total stress transducers and pore pressure transducers were attached to the model pile shafts, respectively. The measured radial soil stresses induced on the piles match well with those derived from pile bending moment profiles. © 2010 Taylor & Francis Group, London.
Source Title: Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014
URI: http://scholarbank.nus.edu.sg/handle/10635/75173
ISBN: 9781138022218
Appears in Collections:Staff Publications

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

Page view(s)

88
checked on Nov 3, 2018

Google ScholarTM

Check


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