Gas transmissivity at the interface of a geomembrane and the geotextile cover of a partially hydrated geosynthetic clay liner

Author:

Bouazza A.1,Vangpaisal T.2

Affiliation:

1. Department of Civil Engineering Building 60, Monash University, Victoria 3800, Australia Telephone: +61 3 9905 4956, Telefax: +61 3 9905 4944,

2. Department of Civil Engineering, Ubon Ratchathani University PO Box 3, Warin Chamrap, Ubon Ratchathani 34190, Thailand Telephone: +66 45 288 394, Telefax: +66 45 288 394,

Abstract

The migration of gas through a geomembrane overlying a geosynthetic clay liner in a composite landfill cover is primarily a result of the flow through defects in the geomembrane. The nature of the contact conditions between the GCL and the geomembrane is of paramount importance if the leakage rate of a GCL/GM composite barrier with a defect in the geomembrane needs to be assessed effectively. The present paper reports on interface gas transmissivity measured in a specially made cell. It was found that the gas transmissivity ranged between 2 × 10−7 m2/s and 4.5 × 10−7 m2/s for the range of moisture content and differential gas pressure investigated. This corresponded to a reduction of approximately 40% in the gas transmissivity when the moisture content increased from essentially dry to 120%.

Publisher

Thomas Telford Ltd.

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

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