Slope stability of geosynthetic clay liner test plots

Journal article

Peer reviewed

David E. Daniel, Robert M. Koerner, Rudolph Bonaparte, Robert E. Landreth, David A. Carson and Heather B. Scranton

Journal of geotechnical and geoenvironmental engineering, Vol.124(7), pp.628-637

Jul 1998

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bentonite

clastic rocks

construction

displacements

disposal barriers

drainage

Engineering geology

geotextiles

landfills

moisture

sedimentary rocks

shear strength

slope stability

solid waste

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Title: Slope stability of geosynthetic clay liner test plots
Creators: David E. Daniel - University of Illinois, Department of Civil Engineering Urbana, IL USA United States
Robert M. Koerner
Rudolph Bonaparte
Robert E. Landreth
David A. Carson
Heather B. Scranton
Publication Details: Journal of geotechnical and geoenvironmental engineering, Vol.124(7), pp.628-637
Publisher: American Society of Civil Engineers
Resource Type: Journal article
Language: English
Academic Unit: [Retired Faculty]
Identifiers: 991019167891904721

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Collaboration types: Domestic collaboration
Web of Science research areas: Engineering, Geological; Geosciences, Multidisciplinary