Soil mixing, or soil stabilisation, is a method of enhancing the geotechnical properties of suitable host soil through the addition of cementitious and/or pozzolanic binders in either dry or slurry forms. In dry soil mixing, the binder is injected into the soil in powder form using compressed air. Published laboratory experiences of stabilising highly organic soils in dry soil mixing laboratory trials are collated in this paper. A large database of stabilised strengths is compiled from which it emerges that cement and a cement/ground granulated blast furnace slag combination are the most suitable binders for peat soils, and that the ratio of mass of water to mass of binder and the von Post classification H value are important indicators of stabilised strength. The data provide a useful frame of reference for practitioners wishing to select an appropriate binder type and content for mixing trials in peat. Stabilised strength gain over time is discussed, as are issues such as soil temperature, binder temperature sensitivity and prestressing.
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February 2012
Research Article|
February 01 2012
Experiences of dry soil mixing in highly organic soils
Martin J. Timoney, BE, MIEI;
Martin J. Timoney, BE, MIEI
PhD Research Student
College of Engineering and Informatics, National University of Ireland, Galway, Ireland
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Bryan A. McCabe, PhD, CEng, MIEI, Eur Ing;
Bryan A. McCabe, PhD, CEng, MIEI, Eur Ing
Lecturer
College of Engineering and Informatics, National University of Ireland, Galway, Ireland
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Alan L. Bell, PhD, FICE, FGS
Alan L. Bell, PhD, FICE, FGS
Technical Consultant
Keller Group plc, Capital House, London, UK
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Publisher: Emerald Publishing
Revision Received:
August 23 2010
Accepted:
March 04 2011
Online ISSN: 1755-0769
Print ISSN: 1755-0750
ICE Publishing: All rights reserved
2012
Proceedings of the Institution of Civil Engineers - Ground Improvement (2012) 165 (1): 3–14.
Article history
Revision Received:
August 23 2010
Accepted:
March 04 2011
Citation
Timoney MJ, McCabe BA, Bell AL (2012), "Experiences of dry soil mixing in highly organic soils". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 165 No. 1 pp. 3–14, doi: https://doi.org/10.1680/grim.2012.165.1.3
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