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Apr 26, 2012

Use of Wicking Fabric to Help Prevent Differential Settlements in Expansive Soil Embankments

Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering

Abstract

Expansive soils cover one-fourth of the U.S., and damage to infrastructure from expansive clays is huge every year. A new type of Wicking Fabric (MNWF) has high specific surface area (consequently high wettability and high capillary action) and high permeability. It shows great promise as a cost-effective means of controlling moisture migration and subsequent differential settlement in expansive soils. This paper is intended to investigate the performance of the MNWF as a capillary barrier in expansive soil embankments through numerical simulations. Eight different combinations were considered and the simulation results were discussed.

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Go to Geo-Frontiers 2011
Geo-Frontiers 2011: Advances in Geotechnical Engineering
Pages: 3915 - 3924

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Published online: Apr 26, 2012

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Xiong Zhang [email protected]
A.M.ASCE
Assistant Professor, Department of Civil and Environmental Engineering, University of Alaska Fairbanks, Fairbanks, AK99775, USA.E-mail: [email protected]
Nicholas Belmont [email protected]
Graduate student, Department of Civil and Environmental Engineering, University of Alaska Fairbanks, Fairbanks, AK99775, USA.E-mail: [email protected]

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