Bearing capacity performance of soft cohesive soil treated by kenaf limited life geotextile
This article presents the performance of the short-term bearing capacity on soft clay soil treated by Kenaf geotextile under vertical loading via a small-scale modelling test at unit gravity. The ground model was formulated by consolidating kaolin in a rigid testing compartment. In the loading test,...
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Main Authors: | , , , , , |
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Format: | Article |
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Taylor and Francis Ltd.
2020
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Online Access: | http://eprints.utm.my/id/eprint/88044/ https://dx.doi.org/10.1080/1064119X.2019.1616861 |
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