Prefabricated vertical drains (PVDs) are employed to accelerate consolidation by decreasing the drainage path length. In the present study, using analytical solutions, an attempt was made to evaluate and quantify the effectiveness of two non-conventional PVD installation patterns, involving a parallel drain wall compared with a circular drain ring pattern, in contrast to conventional PVD installation (square or triangular patterns). The governing equations are based on the equal strain theory including the smear effect, and they provide a relative comparison between the two newly proposed installation patterns and the conventional square PVD grid, in terms of both the consolidation time and the equivalent drain spacing. The comparisons between the new and conventional installation patterns are made based on a single drain analysis and the density of PVDs per unit area.
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November 2015
Research Article|
April 17 2015
Briefing: Effect of drain installation patterns on rate of consolidation
Cholachat Rujikiatkamjorn, BEng, MEng, PhD;
Cholachat Rujikiatkamjorn, BEng, MEng, PhD
Associate Professor
Centre for Geomechanics and Railway Engineering, School of Civil Engineering, Faculty of Engineering, University of Wollongong, Wollongong City, NSW, Australia
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Buddhima Indraratna, BSc, MSc, DIC, PhD, FTSE, FIEAust, FASCE, FGS
Buddhima Indraratna, BSc, MSc, DIC, PhD, FTSE, FIEAust, FASCE, FGS
Professor of Civil Engineering
Faculty of Engineering; Director, Centre for Geomechanics and Railway Engineering, University of Wollongong, Wollongong City, NSW, Australia
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Publisher: Emerald Publishing
Received:
December 03 2014
Accepted:
February 19 2015
Online ISSN: 1755-0769
Print ISSN: 1755-0750
ICE Publishing: All rights reserved
2015
Proceedings of the Institution of Civil Engineers - Ground Improvement (2015) 168 (4): 236–245.
Article history
Received:
December 03 2014
Accepted:
February 19 2015
Citation
Rujikiatkamjorn C, Indraratna B (2015), "Briefing: Effect of drain installation patterns on rate of consolidation". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 168 No. 4 pp. 236–245, doi: https://doi.org/10.1680/grim.14.00037
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