Hydraulic conductivity of desiccated geosynthetic clay liners

Journal of Geotechnical Engineering

Volumn 122, Issue 3, 1996, Pages 204-208

  Boardman, B Tom ^a,c   Daniel, David E ^b,c  

^a Geotech Dept   (United States)

^b The University of Texas at Austin   (United States)

^c ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

DRYING; HYDRAULIC CONDUCTIVITY; LININGS; WETTABILITY;

CLAY LINER; GEOSYNTHETIC; HYDRAULIC CONDUCTIVITY; LANDFILL LINER; WETTING/DRYING;

EID: 0030390809     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9410(1996)122:3(204)     Document Type: Article

References (8)

1. Boardman, B. T. (1993). "The potential use of geosynthetic clay liners as final covers in arid regions," MS thesis, Univ. of Texas at Austin, Tex.
2. Corser, P., and Cranston, M. (1991). "Observations on the long-term performance of composite clay liners and covers." Proc. Geosynthetic Des. and Perf., Vancouver Geotech. Soc., Vancouver, B.C., Canada.
3. Daniel, D. E. (1993). "Clay liners." Geotechnical practice for waste disposal, D. E. Daniel, ed., Chapman and Hall, London, U.K., 137-163.
4. Estornell, P. M., and Daniel, D. E. (1992). "Hydraulic conductivity of three geosynthetic clay liners." J. Geotech. Engrg., 118(10), 1592-1606.
5. Koerner, R. M., and Daniel, D. E. (1992). "Better cover-ups," Civ. Engrg., ASCE, 62(5), 55-57.
6. Koerner, R. M. (1994). Designing with geosynthetics, 3rd Ed., Prentice-Hall, Englewood Cliffs, N.J.
7. LaGatta, M. D. (1992). "Hydraulic conductivity tests on geosynthetic clay liners subjected to differential settlement," MS thesis, Univ. of Texas as Austin, Tex.
8. Shan, H. Y., and Daniel, D. E. (1991). "Results of laboratory tests on a geotextile/bentonite liner material." Geosynthetics 91, Industrial Fabrics Assoc. Int., St. Paul, Minn., 2, 517-535.