Chapter
Apr 26, 2012

The Characteristics of PVD Smear Zone

Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering

Abstract

A smear zone, i.e., a disturbed zone is considered to form during installation of a prefabricated vertical drain (PVD) using a mandrel and this zone retards the horizontal consolidation of soft clays in the vicinity of PVD. The characteristics of the smear zone, such as its extent and hydraulic conductivity remain discrepant among investigators. This study attempts to determine the extent of the smear zone and to measure the hydraulic conductivity of the smear zone directly by laboratory tests. For this purpose, a Smear Zone Model (SZM) test is described. The tests indicate that two soil zones are identifiable in the soil mass surrounding the PVD after the PVD installation using the mandrel. The extent of the smear zone is about 3 to 4 times the equivalent radius of the mandrel depending on soil type. The smear zone permeability ratio was measured to be about 1.03 to 1.25 for the soils tested. However, the test conditions employed were least conducive to generating a highly disturbed zone.

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Go to Geo-Frontiers 2011
Geo-Frontiers 2011: Advances in Geotechnical Engineering
Pages: 748 - 757

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Published online: Apr 26, 2012

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H. -H. Tran-Nguyen [email protected]
Assistant Professor, Department of Civil Engineering, Ho Chi Minh city University of Technology, 268 Ly Thuong Kiet street, district 10, Ho Chi Minh city, Vietnam.E-mail: [email protected]
F.ASCE
Professor, Department of Civil and Environmental Engineering, University of Wisconsin-Madison, 2226 Engineering Hall, 1415 Engineering Dr., Madison, WI 53706.E-mail: [email protected]

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