Bearing capacity of a sand layer on clay by finite element limit analysis
Article
Shiau, J. S., Lyamin, A. V. and Sloan, S. W.. 2003. "Bearing capacity of a sand layer on clay by finite element limit analysis." Canadian Geotechnical Journal. 40 (5), pp. 900-915. https://doi.org/10.1139/t03-042
Article Title | Bearing capacity of a sand layer on clay by finite element limit analysis |
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ERA Journal ID | 4162 |
Article Category | Article |
Authors | Shiau, J. S. (Author), Lyamin, A. V. (Author) and Sloan, S. W. (Author) |
Journal Title | Canadian Geotechnical Journal |
Journal Citation | 40 (5), pp. 900-915 |
Number of Pages | 16 |
Year | 2003 |
Publisher | Canadian Science Publishing |
Place of Publication | Canada |
ISSN | 0008-3674 |
1208-6010 | |
Digital Object Identifier (DOI) | https://doi.org/10.1139/t03-042 |
Web Address (URL) | https://cdnsciencepub.com/doi/10.1139/t03-042 |
Abstract | Rigorous plasticity solutions for the ultimate bearing capacity of a strip footing resting on a sand layer over clay soil are obtained by applying advanced upper and lower bound techniques. The study compares these solutions with other published results and investigates the effect of various strength and geometry parameters. Assuming the soil layers obey an associated flow rule, the results presented typically bound the collapse load to within +/-10% or better. |
Keywords | limit analysis; bearing capacity; layered soils; finite elements |
ANZSRC Field of Research 2020 | 400502. Civil geotechnical engineering |
Public Notes | Files associated with this item cannot be displayed due to copyright restrictions. |
Byline Affiliations | University of Newcastle |
Institution of Origin | University of Southern Queensland |
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https://research.usq.edu.au/item/q67zx/bearing-capacity-of-a-sand-layer-on-clay-by-finite-element-limit-analysis
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