EXPANDED CLAY AND SHALE AGGREGATES FOR LEACHATE COLLECTION SYSTEMS

Citation
Jj. Bowders et al., EXPANDED CLAY AND SHALE AGGREGATES FOR LEACHATE COLLECTION SYSTEMS, Journal geotechnical and geoenvironmental engineering, 123(11), 1997, pp. 1030-1034
Citations number
16
Categorie Soggetti
Geosciences, Interdisciplinary","Engineering, Civil
Volume
123
Issue
11
Year of publication
1997
Pages
1030 - 1034
Database
ISI
SICI code
Abstract
In regions dominated by high-carbonate aggregates, landfill owners are faced with using alternative materials for leachate collection system s. Expanded clay and shale, known as lightweight aggregates, contain e ssentially no carbonates and may provide a suitable alternative. We pe rformed an engineering evaluation of expanded clay and shale aggregate s to assess their suitability for leachate collection systems. The hyd raulic conductivities of the aggregates under 350 kPa normal stress ex ceeded the often-specified minimum regulatory value (0.01 cm/s) by one or two orders of magnitude. The aggregate showed no deterioration aft er being immersed in municipal solid waste leachate for more than 60 d ays. Interface friction angles between the dry aggregates and smooth h igh-density polyethylene geomembrane at 7 kPa normal stress ranged fro m 23 degrees to 27 degrees. Based on the results of our evaluation, it is our conclusion that expanded clay and expanded shale aggregates ar e viable and competent materials for use in leachate collection system s in municipal solid-waste landfills.