This study describes the effect of smear on the settlements of soft clay foundations which have been improved by installation of vertical drains. The smear zone propagation around a band-shaped drain was monitored using a large, radial drainage consolidometer. The test results reveal that a significant reduction in the horizontal permeability takes place towards the central drain, whereas the vertical permeability remains relatively unchanged. The estimated smear zone was about 3–4 times the cross-section area of the band-shaped drain (mandrel). In the analysis, the classical axisymmetric solution for consolidation by vertical drain has been converted into an equivalent 2D plane strain analysis. The plain strain model is subsequently applied to a number of embankments stabilized with vertical drains. It is revealed that the inclusion of smear effects improves the settlement prediction significantly.
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October 1998
Research Article|
October 01 1998
Development of the smear zone around vertical band drains
B. Indraratna;
B. Indraratna
Department of Civil, Mining and Environmental Engineering, University of Wollongong, Wollongong, NSW 2522, Australia
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I. W. Redana
I. W. Redana
Department of Civil, Mining and Environmental Engineering, University of Wollongong, Wollongong, NSW 2522, Australia
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Publisher: Emerald Publishing
Received:
April 25 1998
Revision Received:
May 07 1998
Accepted:
May 07 1998
Online ISSN: 1755-0769
Print ISSN: 1755-0750
© Thomas Telford and ICE
1998
Proceedings of the Institution of Civil Engineers - Ground Improvement (1998) 2 (4): 165–178.
Article history
Received:
April 25 1998
Revision Received:
May 07 1998
Accepted:
May 07 1998
Citation
Indraratna B, Redana IW (1998), "Development of the smear zone around vertical band drains". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 2 No. 4 pp. 165–178, doi: https://doi.org/10.1680/gi.1998.020403
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