DISCUSSIONS AND CLOSURES
Jun 1, 1995
Discussion of “Landfill Liner Interface Strengths from Torsional-Ring-Shear Tests” by Timothy D. Stark and Alan R. Poeppel
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VIEW THE REPLYAuthors: N. Dixon and D. R. V. JonesAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 121, Issue 6
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References
1.
Bishop, A. W.(1971). “Technical note: the influence of progressive failure on the choice of the method of stability analysis.”Géotechnique, 21, 168–172.
2.
“British standard methods of test for soils for civil engineering purposes Part 7. Shear strength tests (total stress).” (1990). BS 1377: Part 7, British Standards Institution, London, England.
3.
Bromhead, E. N. (1986). Stability of slopes. Surrey University Press, 1st Ed., Surrey, England.
4.
Orman, M. E.(1994). “Interface shear-strength properties of roughened HDPE.”J. Geotech. Engrg., ASCE, 120(4), 758–761.
Information & Authors
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Published In
Journal of Geotechnical Engineering
Volume 121 • Issue 6 • June 1995
Pages: 509 - 510
Copyright
Copyright © 1995 American Society of Civil Engineers.
History
Published online: Jun 1, 1995
Published in print: Jun 1995
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Authors
Affiliations
N. Dixon
Sr. Lect., Dept. of Civ. and Struct. Engrg., Nottingham Trent Univ., Nottingham, NG1 4BU, England.
D. R. V. Jones
Teaching Co. Assoc., Dept. of Civ. and Struct. Engrg., Nottingham Trent Univ./Golder Assoc. (UK) Ltd., Landmere Lane, Edwalton, Nottingham, NG12 4DE, England.
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