Please use this identifier to cite or link to this item: https://doi.org/10.1115/OMAE2010-20859
Title: Study of soil responses adjacent to jack-up spudcan foundation
Authors: Xie, Y.
Leung, C.F. 
Chow, Y.K. 
Issue Date: 2010
Source: Xie, Y.,Leung, C.F.,Chow, Y.K. (2010). Study of soil responses adjacent to jack-up spudcan foundation. Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE 1 : 831-837. ScholarBank@NUS Repository. https://doi.org/10.1115/OMAE2010-20859
Abstract: Centrifuge model tests have been conducted to investigate the soil responses during penetration, jack-up rig operation and extraction of a jack-up spudcan foundation in soft clay. The penetration and extraction process of a half-cut spudcan were captured by a digital camera at 100g. Image processing technique involving Particle Image Velocimetry was then applied to evaluate the induced soil movements in the adjacent field of the moving spudcan. The development of pore pressures adjacent to the spudcan was also monitored. Copyright © 2010 by ASME.
Source Title: Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE
URI: http://scholarbank.nus.edu.sg/handle/10635/50803
ISBN: 9780791849095
DOI: 10.1115/OMAE2010-20859
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