Jj. Bowders et al., EXPANDED CLAY AND SHALE AGGREGATES FOR LEACHATE COLLECTION SYSTEMS, Journal geotechnical and geoenvironmental engineering, 123(11), 1997, pp. 1030-1034
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.