Please use this identifier to cite or link to this item: https://doi.org/10.1061/40865(197)18
Title: Centrifuge model study on pile responses due to adjacent excavation
Authors: Choudhury, D.
Shen, R.F. 
Leung, C.F. 
Chow, Y.K. 
Issue Date: 2006
Source: Choudhury, D.,Shen, R.F.,Leung, C.F.,Chow, Y.K. (2006). Centrifuge model study on pile responses due to adjacent excavation. Geotechnical Special Publication (153) : 145-151. ScholarBank@NUS Repository. https://doi.org/10.1061/40865(197)18
Abstract: Lateral soil movements due to deep excavation works for substructure construction may induce excessive bending and lateral deflection on existing pile foundations in the vicinity. As field data on such cases are almost impossible to collect, a series of centrifuge model tests has been performed to investigate the pile responses due to excavation-induced soil movements on piles in sand with various relative densities. The test results are presented in terms of bending moment and pile deflection profiles. Comparison of maximum bending moment and pile head deflection for different tests are reported. The practical implications of the findings are also discussed in this paper. Copyright ASCE 2006.
Source Title: Geotechnical Special Publication
URI: http://scholarbank.nus.edu.sg/handle/10635/74092
ISBN: 0784408653
ISSN: 08950563
DOI: 10.1061/40865(197)18
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