3D bearing capacity of shallow foundations located near deep excavation sites

Shiau, J. S. and Watson, J. F. (2008) 3D bearing capacity of shallow foundations located near deep excavation sites. In: 2008 International Conference on Deep Excavation: Challenges Risk Management of Underground Construction (ICDE 2008), 10-12 Nov 2008, Singapore.

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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.


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Item Type: Conference or Workshop Item (Commonwealth Reporting Category E) (Paper)
Refereed: Yes
Item Status: Live Archive
Additional Information: No indication of copyright restrictions preventing deposit.
Depositing User: Dr Jim Shiau
Faculty / Department / School: Historic - Faculty of Engineering and Surveying - Department of Agricultural, Civil and Environmental Engineering
Date Deposited: 20 Nov 2011 19:47
Last Modified: 02 Jul 2013 23:10
Uncontrolled Keywords: FLAC; stability; bearing capacity; numerical modelling
Fields of Research (FOR2008): 09 Engineering > 0905 Civil Engineering > 090501 Civil Geotechnical Engineering
09 Engineering > 0905 Civil Engineering > 090506 Structural Engineering
09 Engineering > 0913 Mechanical Engineering > 091307 Numerical Modelling and Mechanical Characterisation
Socio-Economic Objective (SEO2008): E Expanding Knowledge > 97 Expanding Knowledge > 970109 Expanding Knowledge in Engineering
URI: http://eprints.usq.edu.au/id/eprint/4703

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