3D bearing capacity of shallow foundations located near deep excavation sites
Paper
Shiau, J. S. and Watson, J. F.. 2008. "3D bearing capacity of shallow foundations located near deep excavation sites." Ng, Kee Nam (ed.) 2008 International Conference on Deep Excavation: Challenges Risk Management of Underground Construction (ICDE 2008). Singapore 10 - 12 Nov 2008 Singapore.
Paper/Presentation Title | 3D bearing capacity of shallow foundations located near deep excavation sites |
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Presentation Type | Paper |
Authors | Shiau, J. S. (Author) and Watson, J. F. (Author) |
Editors | Ng, Kee Nam |
Journal or Proceedings Title | Proceedings of the 2008 International Conference on Deep Excavation (ICDE 2008) |
Number of Pages | 8 |
Year | 2008 |
Place of Publication | Singapore |
Web Address (URL) of Paper | http://www.icde2008singapore.org |
Conference/Event | 2008 International Conference on Deep Excavation: Challenges Risk Management of Underground Construction (ICDE 2008) |
Event Details | 2008 International Conference on Deep Excavation: Challenges Risk Management of Underground Construction (ICDE 2008) Event Date 10 to end of 12 Nov 2008 Event Location Singapore |
Abstract | Foundations are often placed near a proposed excavation site in urban areas and the evaluation of bearing capacity reduction due to the excavation effect is important for geotechnical engineers. This paper aims to estimate the three-dimensional (3D) effect of foundations located near a slope. FLAC3D is used to investigate this problem. |
Keywords | FLAC; stability; bearing capacity; numerical modelling |
ANZSRC Field of Research 2020 | 400502. Civil geotechnical engineering |
400510. Structural engineering | |
401706. Numerical modelling and mechanical characterisation | |
Public Notes | No indication of copyright restrictions preventing deposit. |
Byline Affiliations | Department of Agricultural, Civil and Environmental Engineering |
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https://research.usq.edu.au/item/9yxvx/3d-bearing-capacity-of-shallow-foundations-located-near-deep-excavation-sites
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