Deep foundations by implementation of piles have been the historical and conventional solution for supporting heavy loads in low-strength or highly compressible soils. During recent decades, however, ground improvement has successfully been able to provide competitive and economical technical foundation solutions by increasing the ground's mechanical properties, thereby increasing bearing capacity and reducing total, differential and creep settlements. Controlled modulus columns are formed by installing cementitious columnar rigid inclusions into soft ground, and can be considered as the boundary between the classical deep foundations and ground improvement technologies. These elements have a pile-like appearance, but are designed as ground improvement inclusions. This paper discusses the concept of the controlled modulus column, its design philosophy and the way it behaves; a case study of the world record for depth of a controlled modulus column installation is also presented to demonstrate its application.
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April 2016
Editors
Research Article|
February 08 2016
The boundary between deep foundations and ground improvement
Babak Hamidi, BEng, MEng, PhD;
Babak Hamidi, BEng, MEng, PhD
Marketing Manager
GFWA, Perth, Australia (corresponding author: b.hamidi@gfwa.com.au)
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Frederic Masse, BEng, MEng;
Frederic Masse, BEng, MEng
President
Menard USA, Carnegie, PA, USA
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Jerome Racinais, BEng, MEng;
Jerome Racinais, BEng, MEng
Technical and Scientific Director
Menard, Nozay, France
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Serge Varaksin, BEng, MEng
Serge Varaksin, BEng, MEng
Technical Advisor
Apageo, Paris, France
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Publisher: Emerald Publishing
Received:
March 15 2015
Accepted:
November 16 2015
Online ISSN: 1751-8563
Print ISSN: 1353-2618
ICE Publishing: All rights reserved
2016
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2016) 169 (2): 201–213.
Article history
Received:
March 15 2015
Accepted:
November 16 2015
Citation
Hamidi B, Masse F, Racinais J, Varaksin S (2016), "The boundary between deep foundations and ground improvement". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 169 No. 2 pp. 201–213, doi: https://doi.org/10.1680/jgeen.15.00062
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