Behaviour of weak soils reinforced with soil cement columns formed by the deep mixing method: rigid and flexible footings

This paper presents a comparison of the failure behaviour of the Deep Mixing (DM) method under models of rigid and flexible foundations. A series of physical model tests at 1 g were performed in this study consisting of unreinforced and fully and partially penetrated soil–cement columns. For the imp...

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Bibliographic Details
Main Authors: Rashid, Ahmad Safuan A., Black, Jonathan A., Kueh, Ahmad Beng Hong, Noor, Norhazilan Md.
Format: Article
Published: Elsevier B.V. 2015
Subjects:
Online Access:http://eprints.utm.my/id/eprint/57948/
https://doi.org/10.1016/j.measurement.2015.02.039
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