HDPE geomembrane/geotextile interface shear strength

Journal of Geotechnical Engineering

Volumn 122, Issue 3, 1996, Pages 197-203

  Stark, Timothy D ^a,d   Williamson, Thomas A ^b,d   Eid, Hisham T ^c,d  

^a University of Illinois at Urbana Champaign   (United States)

^b GEOSYNTEC CONSULTANTS   (United States)

^c UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

^d ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

GEOMEMBRANE; GEOTEXTILE; SHEAR STRENGTH;

EID: 0030422423     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9410(1996)122:3(197)     Document Type: Article

References (6)

1. Bromhead, E. N. (1979). "A simple ring shear apparatus." Ground Engrg., 12(5), 40-44.
2. Byrne, R. J., Kendall, J., and Brown, S. (1992). "Cause and mechanism of failure, Kettleman Hills Landfill B-19, unit IA." Proc., ASCE Spec. Conf. on Perf. and Stability of Slopes and Embankments - II, 2, ASCE, New York, N.Y., 1188-1215.
3. "Determining the coefficient of soil and geosynthetic or geosynthetic and geosynthetic friction by the direct shear method." (1993). ASTM standards on geosynthetics, D5321, ASTM, Philadelphia, Pa., 110-114.
4. Koerner, R. M. (1994). Designing with geosynthetics, 3rd Ed., Prentice-Hall, Englewood Cliffs, N.J.
5. "Quality assurance and quality control for waste containment facilities." (1993). Tech. Guidance Document, EPA/600/R-93/182, U.S. Environmental Protection Agency, Washington, D.C.
6. Stark, T. D., and Poeppel, A. R. (1994). "Landfill liner interface strengths from torsional-ring-shear tests." J. Geotech. Engrg., ASCE, 120(3), 597-615.