TECHNICAL PAPERS
Jun 23, 2011

Laboratory and Finite-Element Investigation of Soil Disturbance Associated with the Installation of Mandrel-Driven Prefabricated Vertical Drains

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 138, Issue 3

Abstract

A series of large-scale laboratory experiments, along with numerical analyses, using the commercial finite-element software package, ABAQUS, were performed to investigate the installation of mandrel-driven prefabricated vertical drains (PVDs). The laboratory tests were conducted using a specially designed large-scale consolidometer and a novel mandrel-driving machine capable of working at installation rates in the range of usual practices. The finite-element simulations include coupled analyses with a large-strain formulation. Coulomb’s law of friction and the penalty method are incorporated into the numerical models. The variations of pore water pressure at different locations during installation of a PVD and withdrawal of the mandrel are presented. Good agreement is found between pore pressures measured in the laboratory and predicted numerically. Moreover, finite-element analyses reveal that when a mandrel is pushed into the soil deposit, the soil surrounding the mandrel moves radially and downwards. Laboratory tests for moisture content and the numerically predicted variations of plastic shear strain, normalized with the rigidity index of the soil, show that for a given type of soft soil subjected to a particular rate of mandrel installation, the size of the smear zone decreases as the in situ effective stresses increase. The finite-element model has been applied to a case history from the Second Bangkok International Airport in Thailand and proves that the model can be applied to field conditions.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors express their profound gratitude to Mr. Alan Grant, senior technical officer at the Univ. of Wollongong for his invaluable help during the experimental phase of this research. Sincere appreciation is also extended to Mrs. Mahgol Shekalzahi for her thoughtful suggestions and precious help with the technical drawings used in the manufacturing process. They are partially presented in this paper.

References

ABAQUS Analysis User’s Manual. (2007). Version 6.7, Hibbitt, Karlsson and Sorensen Inc.
Abu-Farsakh, M., Tumay, M., and Voyiadjis, G. (2003). “Numerical parametric study of piezocone penetration test in clays.” Int. J. Geomech., 3(2), 170–181.
Basu, D., Basu, P., and Prezzi, M. (2006). “Analytical solutions for consolidation aided by vertical drains.” Geomech. Geoeng., 1(1), 63–71.
Bergado, D. T., Asakami, H., Alfaro, M. C., and Balasubramaniam, A. S. (1991). “Smear effects of vertical drains on soft Bangkok clay.” J. Geotech. Eng., 117(10), 1509–1530.
Bergado, D. T., Chai, J. C., Miura, N., and Balasubramaniam, A. S. (1998). “PVD improvement of soft Bangkok clay with combined vacuum and reduced sand embankment preloading.” J. Geotech. Eng., 29(1), 95–121.
Bo, M. W., Chu, J., Low, B. K., and Choa, V. (2003). Soil improvement: Prefabricated vertical drain techniques, Thomson Learning, Hong Kong.
Chai, J. C., and Miura, N. (1999). “Investigation of factors affecting vertical drain behaviour.” J. Geotech. Geoenviron. Eng., 125(3), 216–226.
Choa, V., Bo, M. W., and Chu, J. (2001). “Soil improvement works for Changi East reclamation project.” Ground Improv., 5(4), 141–153.
de Borst, R., and Vermeer, P. A. (1982). “Finite element analysis of static penetration tests.” Proc. of the 2nd European Symp. on Penetration Testing, A.A. Balkema, Rotterdam, Netherlands, 2, 457–462.
Ghandeharioon, A., Indraratna, B., and Rujikiatkamjorn, C. (2010). “Analysis of soil disturbance associated with mandrel-driven prefabricated vertical drains using an elliptical cavity expansion theory.” Int. J. Geomech., 10(2), 53–64.
Griffiths, D. V. (1982). “Elasto-plastic analysis of deep foundations in cohesive soil.” Int. J. Numer. Anal. Methods Geomech., 6(2), 211–218.
Hird, C. C., and Moseley, V. J. (2000). “Model study of seepage in smear zones around vertical drains in layered soil.” Geotechnique, 50(1), 89–97.
Holtz, R. D. (1987). “Preloading with prefabricated vertical strip drains.” Geotext. Geomembr., 6(1–3), 109–131.
Indraratna, B. (2008). “Recent advancements in the use of prefabricated vertical drains in soft soils.” Aust. Geomech. J., 43(2), 29–46.
Indraratna, B., and Redana, I. W. (1998). “Laboratory determination of smear zone due to vertical drain installation.” J. Geotech. Geoenviron. Eng., 124(2), 180–184.
Indraratna, B., and Redana, I. W. (2000). “Numerical modelling of vertical drains with smear and well resistance installed in soft clay.” Can. Geotech. J., 37(1), 132–145.
Indraratna, B., Rujikiatkamjorn, C., Adams, M., and Ewers, B., and Adams, M. (2010a). “Class A prediction of the behaviour of soft estuarine soil foundation stabilised by short vertical drains beneath a rail track.” J. Geotech. Geoenviron. Eng., 136(5), 686–696.
Indraratna, B., Rujikiatkamjorn, C., Kelly, R., and Buys, H. (2010b). “Environmentally sustainable soft soil improvement via vacuum and surcharge preloading.” Ground Improv., 163(1), 31–42.
Indraratna, B., Sathananthan, I., Bamunawita, C., and Balasubramaniam, A. S. (2005). “Theoretical and numerical perspectives and field observations for the design and performance evaluation of embankments constructed on soft marine clay.” Elsevier Geo-Engineering Book Series, Vol. 3, Elsevier Science, U.K., 51–89.
Karunaratne, G. P., et al. (2003). “Installation stress in prefabricated vertical drains.” J. Geotech. Geoenviron. Eng., 129(9), 858–860.
Kikuchi, N., and Oden, J. T. (1988). Contact problems in elasticity: A study of variational inequalities and finite element methods, Society for Industrial and Applied Mathematics, Philadelphia.
Kim, T., Kim, N., Tumay, M., and Lee, W. (2007). “Spatial distribution of excess pore-water pressure due to piezocone penetration in overconsolidated clay.” J. Geotech. Geoenviron. Eng., 133(6), 674–683.
Lo, D. (1998). “Vertical drain performance: Myths and facts.” Trans. Hong Kong Inst. Eng., 5(1), 34–50.
Onoue, A., Ting, N., Germaine, J. T., Whitman, R. V., and Mori, N. (1991). “Smear zone around a drain pile and well resistance of drains.” Proc., Geo-Coast Conf., Coastal Development Inst. of Tech., Japan.
Poorooshasb, H. B., Alamgir, M., and Miura, N. (1996). “Negative skin friction on rigid and deformable piles.” Comput. Geotech., 18(2), 109–126.
Randolph, M. F., Carter, J. P., and Wroth, C. P. (1979). “Driven piles in clay—the effect of installation and subsequent consolidation.” Geotechnique, 29(4), 361–393.
Robinson, R. G., and Allam, M. M. (1998). “Effect of clay mineralogy on coefficient of consolidation.” Clays Clay Miner., 46(5), 596–600.
Rowe, P. W. (1959). “Measurements of the coefficient of consolidation of lacustrine clay.” Geotechnique, 9(3), 107–118.
Rujikiatkamjorn, C., and Indraratna, B. (2009). “Analytical solutions and design curves for vacuum-assisted consolidation with both vertical and horizontal drainage.” Can. Geotech. J., 46(3), 270–280.
Rujikiatkamjorn, C., Indraratna, B., and Chu, J. (2008). “2D and 3D Numerical modeling of combined surcharge and vacuum preloading with vertical drains.” Int. J. Geomech., 8(2), 144–156.
Sangmala, S. (1997). “Efficiency of drainage systems of vacuum preloading with surcharge on PVD improved soft Bangkok clay.” M.E. thesis, Asian Inst. of Tech., Bangkok, Thailand.
Sathananthan, I., and Indraratna, B. (2006). “Laboratory evaluation of smear zone and correlation between permeability and moisture content.” J. Geotech. Geoenviron. Eng., 132(7), 942–945.
Sharma, J. S., and Xiao, D. (2000). “Characterisation of a smear zone around vertical drains by large-scale laboratory tests.” Can. Geotech. J., 37(6), 1265–1271.
Sheng, D., Eigenbrod, K. D., and Wriggers, P. (2005). “Finite element analysis of pile installation using large-slip frictional contact.” Comput. Geotech., 32(1), 17–26.
Silva, M. F., White, D. J., and Bolton, M. D. (2006). “An analytical study of the effect of penetration rate on piezocone tests in clay.” Int. J. Numer. Anal. Methods Geomech., 30(6), 501–527.
van den Berg, P., de Borst, R., and Huetink, H. (1996). “An Eulerean finite element model for penetration on layered soil.” Int. J. Numer. Anal. Methods Geomech., 20(12), 865–886.
Walker, R., and Indraratna, B. (2007). “Vertical drain consolidation with overlapping smear zones.” Geotechnique, 57(5), 463–467.
Wriggers, P. (2002). Computational contact mechanics, Wiley, NY.
Yu, H. S., Herrmann, L. R., and Boulanger, R. W. (2000). “Analysis of steady cone penetration in clay.” J. Geotech. Geoenviron. Eng., 126(7), 594–605.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 138Issue 3March 2012
Pages: 295 - 308

History

Received: Aug 29, 2010
Accepted: Jun 21, 2011
Published online: Jun 23, 2011
Published in print: Mar 1, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Ali Ghandeharioon, M.ASCE
Candidate, Centre for Geomechanics and Railway Engineering, School of Civil, Mining and Environmental Engineering, Faculty of Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.
Buddhima Indraratna, Ph.D., F.ASCE [email protected]
Professor of Civil Engineering, Director, Centre for Geomechanics and Railway Engineering, School of Civil, Mining and Environmental Engineering, Faculty of Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia (corresponding author). E-mail: [email protected]
Cholachat Rujikiatkamjorn, Ph.D.
Senior Lecturer, Centre for Geomechanics and Railway Engineering, Faculty of Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share