This paper presents a review of literature related to the vacuum consolidation ground improvement technique, focusing on issues affecting efficiency of performance and the application of the technique in peaty ground. Although it is now widely considered to be effective for reducing post-construction settlement, studies on vacuum consolidation in peat have, to date, mostly been limited to field trials. This paper offers an overview of the development and theory behind the technique. Issues affecting the efficiency of vacuum systems and recent advances in predicting the ground response to vacuum preloading are described. The application of the technique in peaty soils is investigated; an overview is also provided of some geotechnical properties that distinguish peat from soft mineral soils, highlighting lessons learned from relevant case studies.
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November 2014
Research Article|
November 01 2014
Ground improvement by vacuum consolidation – a review Available to Purchase
Harry Griffin, BA, BAI;
Harry Griffin, BA, BAI
Research Assistant
Department of Civil, Structural and Environmental Engineering, Trinity College Dublin, Dublin, Ireland
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Brendan C. O'Kelly, PhD, FTCD, CEng, CEnv, MICE
Brendan C. O'Kelly, PhD, FTCD, CEng, CEnv, MICE
Associate Professor
Department of Civil, Structural and Environmental Engineering, Trinity College Dublin, Dublin, Ireland
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Publisher: Emerald Publishing
Revision Received:
February 26 2013
Accepted:
August 02 2013
Online ISSN: 1755-0769
Print ISSN: 1755-0750
ICE Publishing: All rights reserved
2014
Proceedings of the Institution of Civil Engineers - Ground Improvement (2014) 167 (4): 274–290.
Article history
Revision Received:
February 26 2013
Accepted:
August 02 2013
Citation
Griffin H, O'Kelly BC (2014), "Ground improvement by vacuum consolidation – a review". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 167 No. 4 pp. 274–290, doi: https://doi.org/10.1680/grim.13.00012
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