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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| Format: | Article |
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Elsevier B.V.
2015
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