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

Author:

A. Rashid Ahmad Safuan,Black Jonathan A.,Kueh Ahmad Beng Hong,Md Noor Norhazilan

Publisher

Elsevier BV

Subject

Applied Mathematics,Electrical and Electronic Engineering,Condensed Matter Physics,Instrumentation

Reference33 articles.

1. State of the art in deep mixing technology: Part I. Basic concepts and overview;Porbaha;Ground Improvement,1998

2. D. Karastanev, M. Kitazume, S. Miyajima, T. Ikeda, Bearing capacity of shallow foundations on column type DMM improved ground, in: Proceedings of the 14th International Conference on SMFE, vol. 3, 1997, pp. 721–724.

3. In situ Soil Mixing. Ground Improvement;Topolnicki,2004

4. M. Kitazume, T. Ikeda, S. Miyajima, D. Karastanev, Bearing capacity of improved ground with column type DMM, in: Proceedings of the 2nd International Conference on Ground Improvement Geosystems, vol. 1, 1996, pp. 503–508.

5. M. Karstunen, Alternative ways of modelling embankments on deep-stabilized soil, in: Proceedings of the International Conference on Dry Mix Methods for Deep Soil Stabilization, 1999, pp. 221–228.

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