TECHNICAL PAPERS
Nov 1, 2008

Evaluation of Smear Zone Extent Surrounding Mandrel Driven Vertical Drains Using the Cavity Expansion Theory

Publication: International Journal of Geomechanics
Volume 8, Issue 6

Abstract

In this study, an attempt is made to analyze the extent of the smear zone caused by mandrel driven vertical drains, employing the cavity expansion theory for soft clay obeying the modified Cam-clay model. The predictions are verified by large-scale laboratory tests, where the extent of the smear zone was estimated based on the indications, such as the pore pressure generated during mandrel driving, change in lateral permeability, and the water content reduction. This study reveals that the radius of smear zone is about 4–6 times the equivalent vertical drain radius, and the lateral permeability (inside the smear zone) is 61–92% of that of the outer undisturbed zone. Finally, the predicted size of the smear zone using the undrained cavity expansion solution is incorporated in the finite-element code PLAXIS to study the performance of a test embankment selected from the Sunshine Motorway, Queensland, Australia. A good agreement between the predicted values and field measurements was found.

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Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 8Issue 6November 2008
Pages: 355 - 365

History

Received: Dec 7, 2007
Accepted: Mar 21, 2008
Published online: Nov 1, 2008
Published in print: Nov 2008

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Authors

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Iyathurai Sathananthan [email protected]
Geotechnical Engineer, Coffey Geotechnics Pty Ltd., Brisbane, QLD, 4006, Australia (corresponding author). E-mail: [email protected]
Buddhima Indraratna
Professor of Civil Engineering, Faculty of Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia.
Cholachat Rujikiatkamjorn
Research Associate, Civil Engineering Division, Faculty of Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia.

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