On measuring the hydraulic transmissivity of the geotextile cover of geosynthetic clay liners

Author:

Abuel-Naga H.M.1,Bouazza A.2,Lalot E.3

Affiliation:

1. Senior Lecturer, School of Mechanical, Aerospace, and Civil Engineering, The University of Manchester, Manchester M13 9PL, UK, Telephone +44 161 275 4365, Telefax: +44 161 306 4646, E-mail: h.naga@manchester.ac.uk

2. Professor, Department of Civil Engineering, Building 60, Monash University, Melbourne, Victoria 3800, Australia, Telephone: +613 9905 4956, Telefax: +613 9905 4944, E-mail: malek.bouazza@monash.edu.au

3. PhD student, Ecole des Mines de Saint-Etienne, 158 cours Fauriel F-42023, France, Telephone +334 77 42 01 23, Telefax: +334 77 42 00 00, E-mail: eric.lalot@gmail.com

Abstract

ABSTRACT: This paper presents a new approach to the utilisation of a flexible-wall permeameter to measure the hydraulic transmissivity of a geotextile. The proposed method is simple, and requires neither additional equipment nor a special test procedure. To highlight the features of the proposed test method, the results of tests conducted on the cover geotextile specimen of a geosynthetic clay liner under different confining pressures are presented and discussed. This study was a part of larger project investigating leakage rates through composite liners comprising a geomembrane containing defects overlying a geosynthetic clay liner.

Publisher

Thomas Telford Ltd.

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

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