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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/74175
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dc.titleFinite element modeling of stone columns - A case history
dc.contributor.authorTan, S.A.
dc.contributor.authorOo, K.K.
dc.date.accessioned2014-06-19T05:49:51Z
dc.date.available2014-06-19T05:49:51Z
dc.date.issued2005
dc.identifier.citationTan, S.A.,Oo, K.K. (2005). Finite element modeling of stone columns - A case history. Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment 3 : 1425-1428. ScholarBank@NUS Repository.
dc.identifier.isbn9059660285
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74175
dc.description.abstractSoil reinforced by means of stone columns can be analyzed by two dimensional finite element method. This paper introduces a conversion scheme for stone column unit cell from axisymmetric model into equivalent plane strain model. A stone column reinforced embankment system in Malaysia is back analyzed and results are compared against the field measurement data. The findings show good agreement between the FEM results and field measurements.
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleProceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment
dc.description.volume3
dc.description.page1425-1428
dc.identifier.isiutNOT_IN_WOS
Appears in Collections:Staff Publications

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