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Conference Paper: Analysis of the settlement of a single axially loaded soil-cement pile

TitleAnalysis of the settlement of a single axially loaded soil-cement pile
Authors
Lee, PKKDuan, J
Issue Date2002
Citation
The 9th International Conference on Piling and Deep Foundations, Nice, France, June 2002 How to Cite?
AbstractThe deformation and load transfer behavior of a single soil-cement column are studied with the finite element method. The results show that there is an effective length for a soil-cement column. Beyond this length, the settlement of the column is approximately equal to a constant. The effective pile length is introduced to the concentric cylinder approach (Randolph and Wroth 1978), and an analytical formula for estimating the settlement of a single flexible pile is presented. A second analytical formula for determining the effective pile length of a soil-cement column is obtained and an example shows that the calculated and measured results are in quite good agreement.
Persistent Identifierhttp://hdl.handle.net/10722/111535

 

DC FieldValueLanguage
dc.contributor.authorLee, PKKen_HK
dc.contributor.authorDuan, Jen_HK
dc.date.accessioned2010-09-26T02:53:10Z-
dc.date.available2010-09-26T02:53:10Z-
dc.date.issued2002en_HK
dc.identifier.citationThe 9th International Conference on Piling and Deep Foundations, Nice, France, June 2002-
dc.identifier.urihttp://hdl.handle.net/10722/111535-
dc.description.abstractThe deformation and load transfer behavior of a single soil-cement column are studied with the finite element method. The results show that there is an effective length for a soil-cement column. Beyond this length, the settlement of the column is approximately equal to a constant. The effective pile length is introduced to the concentric cylinder approach (Randolph and Wroth 1978), and an analytical formula for estimating the settlement of a single flexible pile is presented. A second analytical formula for determining the effective pile length of a soil-cement column is obtained and an example shows that the calculated and measured results are in quite good agreement.-
dc.languageengen_HK
dc.relation.ispartofProceedings of the 9th International Conference on Piling and Deep Foundationsen_HK
dc.titleAnalysis of the settlement of a single axially loaded soil-cement pileen_HK
dc.typeConference_Paperen_HK
dc.identifier.emailLee, PKK: hreclkk@hkucc.hku.hken_HK
dc.identifier.authorityLee, PKK=rp00141en_HK
dc.identifier.hkuros73860en_HK

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