Dry jet mixing (DJM) and prefabricated vertical drains (PVDs) have been successfully used for soft ground improvement worldwide. They both have advantages and limitations, and have been used independently so far. In this study, DJM and PVDs were used in combination to enhance the performance of soft ground improvement. In the combined method, PVDs are first installed and then DJM columns are installed between the PVDs at larger spacing. This combined method improves the effectiveness of ground improvement and creates a more economical solution. This paper presents the concept, mechanisms, construction procedures, and field validation of this new method. In situ standard penetration tests were performed in dry mixed columns and cone penetration tests and field vane shear tests were performed in soils between the columns. Plate load tests were subsequently conducted on the treated ground. Excess porewater pressures were monitored during and after the installation of DJM columns with and without PVDs. Field validation was conducted through a pilot highway embankment on very soft clay in Jiangsu, China. Long-term settlement monitoring was carried out for the construction of this highway embankment. Field tests and monitoring clearly showed that the DJM-PVD method performed well in enlarged spacing as compared with the conventional DJM method with close spacing.
Article navigation
2008
Research Article|
January 01 2008
A combined DJM-PVD method for soft ground improvement Available to Purchase
S. Y. Liu;
S. Y. Liu
Professor
1
Institute of Geotechnical Engineering, Southeast University
Nanjing, China
Telephone: +86 25 83792885, Telefax: 86 25 83795086, E-mail: Liusy@seu.edu.cn
Search for other works by this author on:
J. Han;
J. Han
Associate Professor
2
Department of Civil, Environmental, and Architectural Engineering, The University of Kansas
Lawrence, KS 66047, USA
Telephone: +1 785 864 3714, Telefax: 1 785 864 5631, E-mail: jiehan@ku.edu
Search for other works by this author on:
D. W. Zhang, PhD;
D. W. Zhang, PhD
3
Institute of Geotechnical Engineering, Southeast University
Nanjing, China
Telephone: +86 25 83795776, Telefax: 86 25 83795086, E-mail: zhangdw@seu.edu.cn
Search for other works by this author on:
Z. S. Hong
Z. S. Hong
Professor
4
Institute of Geotechnical Engineering, Southeast University
Nanjing, China
, Telephone: +86 25 83792220, Telefax: 86 25 83795086, E-mail: zshong@seu.edu.cn
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
July 15 2007
Revision Received:
November 10 2007
Accepted:
November 11 2007
Online ISSN: 1751-7613
Print ISSN: 1072-6349
© 2008 Thomas Telford Ltd
2008
Geosynthetics International (2008) 15 (1): 43–54.
Article history
Received:
July 15 2007
Revision Received:
November 10 2007
Accepted:
November 11 2007
Citation
Liu SY, Han J, Zhang DW, Hong ZS (2008), "A combined DJM-PVD method for soft ground improvement". Geosynthetics International, Vol. 15 No. 1 pp. 43–54, doi: https://doi.org/10.1680/gein.2008.15.1.43
Download citation file:
Suggested Reading
Behaviour of two reinforced test embankments on soft clay
Geosynthetics International (June,2009)
Geosynthetic encased column-supported embankment: behavior with and without basal geogrid
Geosynthetics International (May,2022)
Undrained stability analysis of embankments supported on geosynthetic encased granular columns
Geosynthetics International (June,2017)
Numerical analysis of geosynthetic-bridged and drilled shafts-supported embankments over large sinkholes
Geosynthetics International (December,2009)
Geosynthetic-reinforced pile-supported embankment: settlement in different pile conditions
Geosynthetics International (July,2019)
Related Chapters
Vibro-replacement for industrial plant on reclaimed land, Bahrain
Ground and Soil Improvement
Static and cyclic rocking on sand: centrifuge versus reduced-scale 1 g experiments
Geotechnical Earthquake Engineering: Géotechnique Symposium in Print 2015
Shallow foundations
Handbook of Geosynthetic Engineering: Geosynthetics and their applications
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
