This paper investigated the effect of non-uniform consolidation within a prefabricated vertical drain (PVD) unit cell on the average degree of consolidation through laboratory model tests and finite-element analysis. By considering the permeability (k) changing with the void ratio (e), the results of the finite-element analysis showed that the effect of non-uniform consolidation has a considerable effect on the average degree of consolidation of a PVD unit cell. Further laboratory model tests of a PVD unit cell were conducted, and analyses of the model test results confirmed the effect of non-uniform consolidation. Finally, a method of considering the effect of non-uniform consolidation for the analysis of PVD-induced consolidation was established with an equivalent ‘smear’ effect concept.
Article navigation
May 2017
Research Article|
October 25 2016
Equivalent ‘smear’ effect due to non-uniform consolidation surrounding a PVD
Y. Zhou;
Y. Zhou
*Department of Civil Engineering and Architecture, Saga University, Saga City, Japan.
Search for other works by this author on:
J. C. Chai
J. C. Chai
*Department of Civil Engineering and Architecture, Saga University, Saga City, Japan.
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
April 05 2016
Accepted:
September 19 2016
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2016 Thomas Telford Ltd
2016
Geotechnique (2017) 67 (5): 410–419.
Article history
Received:
April 05 2016
Accepted:
September 19 2016
Citation
Zhou Y, Chai JC (2017), "Equivalent ‘smear’ effect due to non-uniform consolidation surrounding a PVD". Geotechnique, Vol. 67 No. 5 pp. 410–419, doi: https://doi.org/10.1680/jgeot.16.P.087
Download citation file:
New and popular articles
Suggested Reading
A consolidation model for lumpy composite soils in open-pit mining
Geotechnique (June,2017)
A non-linear permeability relation depending on the activation energy of pore liquid
Geotechnique (December,1996)
Case study of surcharge embankment performance on soft ground: Peka Peka to Ōtaki Expressway
Proceedings of the Institution of Civil Engineers - Ground Improvement (September,2025)
Modified Terzaghi consolidation curves with effective stress-dependent coefficient of consolidation
Geotechnique Letters (May,2012)
Stress-state—permeability relations for overconsolidated clays
Geotechnique (June,1994)
Related Chapters
Vacuum preloading consolidation of Yaoqiang Airport runway
Ground and Soil Improvement
Delayed collapse of cut slopes in stiff clay
Selected papers on geotechnical engineering by P R Vaughan
Ground improvement: the interaction of engineering science and experience-based technology
Ground and Soil Improvement
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
