Finite Element Analyses of Granular Pile Anchors as a Foundation Option for Reactive Soils

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Finite Element Analyses of Granular Pile Anchors as a Foundation Option for Reactive Soils

Laboratory and field studies have shown that granular pile-anchor foundations (GPAF) are a promising foundation system that can be used to reduce the detrimental effects of reactive soils. This paper presents results from finite element analyses undertaken on granular pile-anchor foundations in a re...

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Bibliographic Details
Main Authors:	Ismail, M., Shahin, Mohamed
Other Authors:	Mohamed A Shahin
Format:	Conference Paper
Published:	Australian Geomechanics Society 2011
Subjects:	PLAXIS swelling reactive soil geofabric shrinkage foundation granular pile
Online Access:	http://hdl.handle.net/20.500.11937/37880

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