Behavior of weak soils reinforced with end-bearing soil-cement columns formed by the deep mixing method
This article reports on a series of small-scale, plane strain, 1 g physical model tests designed to investigate the bearing capacity and failure mechanics of end-bearing soil-cement columns formed via Deep Mixing (DM). Pre-formed soil-cement columns, 24 mm in diameter and 200 mm in length, were inst...
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Main Authors: | , , , |
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Format: | Article |
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Taylor and Francis Ltd.
2015
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Online Access: | http://eprints.utm.my/id/eprint/57946/ https://doi.org/10.1080/1064119X.2014.954174 |
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