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Date: 2013
Language: eng
Resource Type: journal article
Identifier: http://hdl.handle.net/1959.13/1296170
Description: On the basis of the axisymmetric consolidation model, the governing equation and the corresponding solution were developed for the consolidation of a composite foundation with an impervious column by ... More
Reviewed: Reviewed
Date: 2012
Language: eng
Resource Type: conference paper
Identifier: http://hdl.handle.net/1959.13/1308053
Description: Stability of foundations laying on cohesive-frictional soils with multiple underground openings (tunnels) of square shape has been analyzed under plane strain conditions. Soil domain was loaded with a... More
Reviewed: Reviewed
Date: 2009
Resource Type: book chapter
Identifier: uon:8578
Description: The design of many engineering structures requires foundation systems to resist vertical uplift or horizontal pull-out forces. In such cases, an attractive and economic design solution may be achieved... More
Date: 2004
Language: eng
Resource Type: journal article
Identifier: http://hdl.handle.net/1959.13/27709
Description: This paper describes the use of an existing numerical model which is capable of generating continuous records over time of 3D soil suction profiles beneath a structure. The model uses recorded climati... More
Reviewed: Reviewed
Date: 1999
Language: eng
Resource Type: journal article
Identifier: http://hdl.handle.net/1959.13/1051343
Description: This paper applies numerical limit analysis to evaluate the undrained bearing capacity of a rigid surface footing resting on a two-layer clay deposit. Rigorous bounds on the ultimate bearing capacity ... More
Full Text: Full Text
Reviewed: Reviewed
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