A Field Trial of a Bentonite Landfill Liner

Author:

Cowland J.W.1,Leung B.N.1

Affiliation:

1. Civil Engineering Services Department, 9th Floor Empire Centre, 68 Mody Road, Kowloon, Hong Kong

Abstract

Field and laboratory trials were carried out for a bentonite amended weathered granite landfill liner. The trials were undertaken to gain experience in the installation method, and to establish the appropriate mixing techniques and mix design. It was established that a bentonite-amended weathered granite liner could be constructed on steep slopes. This paper presents the results of the trials, which included both field and laboratory permeability testing. It was found that the success of a soil bentonite liner is critically dependent on the mixture having the right moisture content at the time of compaction.

Publisher

SAGE Publications

Subject

Pollution,Environmental Engineering

Reference17 articles.

1. The Methylene Blue Test for Bentonite Liner Quality Control

2. British Standards Institution (1975), Methods of Test for Soils for Civil Engineering Purposes, London: BSI 143 pp.

3. Permeability Testing with Flexible-Wall Permeameters

4. Fixed-Wall Versus Flexible-Wall Permeameters

5. Day, S.R. & Daniel, D.E. (1985), Field permeability test for clay liners. In Hydraulic Barriers in Soil and Rock, edited by Johnson, A. I., Frobel, R. K., Cavalli, N.J. & Pattersson, C. B., American Society for Testing and Materials, Philadelphia. ASTM STP 874, pp 276-288.

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