Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/74175
Title: Finite element modeling of stone columns - A case history
Authors: Tan, S.A. 
Oo, K.K.
Issue Date: 2005
Source: Tan, 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.
Abstract: Soil 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.
Source Title: Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment
URI: http://scholarbank.nus.edu.sg/handle/10635/74175
ISBN: 9059660285
Appears in Collections:Staff Publications

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