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.
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Copyright © 1995 American Society of Civil Engineers.
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Published online: Jun 1, 1995
Published in print: Jun 1995
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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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