Field performance of a compacted clay landfill final cover at a humid site

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 132, Issue 11, 2006, Pages 1393-1403

  Albright, William H ^a   Benson, Craig H ^b   Gee, Glendon W ^c   Abichou, Tarek ^d   McDonald, Eric V ^a   Tyler, Scott W ^e   Rock, Steven A ^f  

^a DESERT RESEARCH INSTITUTE   (United States)

^b University of Wisconsin Madison   (United States)

^c PACIFIC NORTHWEST NATIONAL LABORATORY   (United States)

^d FAMU FSU COLLEGE OF ENGINEERING   (United States)

^e UNIVERSITY OF NEVADA   (United States)

^f U S ENVIRONMENTAL PROTECTION AGENCY   (United States)

Author keywords

Compacted soils; Dewatering; Humidity; Hydrogeology; Landfill; Landfills; Lysimeters

Indexed keywords

ATMOSPHERIC HUMIDITY; CLAY; COMPACTION; DRAINAGE; HYDRAULIC CONDUCTIVITY; HYDROGEOLOGY; INFILTRATION; LYSIMETERS; SERVICE LIFE; SOIL MECHANICS;

COMPACTED CLAY BARRIER; DESSICATION CRACKING; DYE TRACER TEST; SOIL STRUCTURE ANALYSIS;

LANDFILL LININGS;

CLAY SOIL; CRACKING; DYE TRACER; HUMID ENVIRONMENT; HYDRAULIC PROPERTY; HYDROGEOLOGY; INFILTROMETER; LANDFILL CAPPING; LYSIMETER; PERMEAMETER; PREFERENTIAL FLOW; SOIL STRUCTURE; SOIL WATER; WATER BUDGET;

GEORGIA; NORTH AMERICA; UNITED STATES;

CRACKING; DRAINAGE; HUMIDITY; HYDRAULICS;

EID: 33751243909     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2006)132:11(1393)     Document Type: Article

References (53)

1. Albrecht, B. (1996). "Effect of desiccation on compacted clay." MS thesis, Univ. of Wisconsin, Madison, Wis.
2. Albrecht, B., and Benson, C. (2001). "Effect of desiccation on compacted natural clays." J. Geotech. Geoenviron. Eng. JGGEFK1090-024110.1061/(ASCE)1090-0241(2001)127:1(67), 127(1), 67-76.
3. Albright, W. H., and Benson, C. H. (2003). "Alternative Cover Assessment Program 2002 annual rep." DRI Publication #41182, Desert Research Institute, Univ. and Community College System of Nevada, Reno, Nev.
4. Albright, W., Benson, C., Gee, G., Roesler, A., Abichou, T., Apiwantragoon, P., Lyles, B., and Rock, S. (2004). "Field water balance of landfill final covers." J. Environ. Qual. JEVQAA0047-2425, 33(6), 2317.
5. 3)]." D 698, Annual Book of Standards, Vol. 04.08, ASTM Int., West Conshohocken, Pa.
6. ASTM. (2002a). "Standard test methods for field measurement of infiltration rate using a double-ring infiltrometer with a sealed-inner ring." D 5093, Annual Book of Standards, Vol. 04.08, ASTM Int., West Conshohocken, Pa.
7. ASTM. (2002b). "Standard test method for measurement of hydraulic conductivity of porous material using a rigid-wall, compaction-mold permeameter." D 5856, Annual Book of Standards, Vol. 04.09, ASTM Int., West Conshohocken, Pa.
8. ASTM. (2002c). "Standard test methods for particle-size analysis of soils." D, 422, Annual Book of Standards, Vol. 04.08, ASTM Int., West Conshohocken, Pa.
9. ASTM. (2003). "Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter." D 5084, Annual Book of Standards, Vol. 04.08, ASTM Int., West Conshohocken, Pa.
10. ASTM. (2004). "Standard test methods for field measurement of hydraulic conductivity limits of porous materials using two stages of infiltration from a borehole." D 6391, Annual Book of Standards, Vol. 04.09, ASTM Int., West Conshohocken, Pa.
11. ASTM. (2005a). "Standard test methods for density of soil and soil-aggregate in place by nuclear methods (shallow depth)." D 2922, Annual Book of Standards, Vol. 04.08, ASTM Int., West Conshohocken, Pa.
12. ASTM. (2005b). "Standard test methods for liquid limit, plastic limit, and plasticity index of soils." D 4318, Annual Book of Standards, Vol. 04.08, ASTM Int., West Conshohocken, Pa.
13. Benson, C., Abichou, T., Albright, W., Gee, G., and Roesler, A. (2001). "Field evaluation of alternative earthen final covers." Int. J. of Phytoremediation, 3(1), 1-21.
14. Benson, C. H., Abichou, T., Wang, X., Gee, G. W., and Albright, W. H. (1999a). "Test section installation instructions, Alternative Cover Assessment Program." Geo. Engineering Rep. No. 99-3. Geo Engineering Program, Univ. of Wisconsin, Madison, Wis.
15. Benson, C. H., Daniel, D. E., and Boutwell, G. (1999b). "Field performance of compacted clay liners." J. Geotech. Geoenviron. Eng. JGGEFK1090-024110.1061/(ASCE)1090-0241(1999)125:5(390), 125(5), 390-403.
16. Benson, C. H., Hardianto, F. S., and Motan, E. S. (1994). "Representative specimen size for hydraulic conductivity assessment of compacted soil liners." Hydraulic conductivity and waste contaminant transport in soils: ASTM STP 1142. S. Trautwein and D. Daniel, eds., ASTM, Philadelphia, 3-29.
17. Benson, C., and Khire, M. (1995). "Earthen covers for semi-arid and arid climates." Landfill Closures, J. Dunn, and U. Singh, eds., ASCE, New York, 201-217.
18. Benson, C., and Khire, M. (1997). "Earthen materials in surface barriers." Barrier Technologies for Environmental Management: Summary of a Workshop, National Academy Press, National Research Council, D79-D89.
19. Benson, C. H., and Othman, M. A. (1993). "Hydraulic conductivity of compacted clay frozen and thawed in situ." J. Geotech. Engrg. JGENDZ0733-9410, 119(2), 276-294.
20. Benson, C., and Wang, X. (1996). "Field hydraulic conductivity assessment of the NCASI final cover test plots." Environmental Geotechnics Rep. 96-9, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin, Madison, Wis.
21. Bolen, M. M., Roesler, A. C., Benson, C. H., and Albright, W. H. (2001). "Alternative Cover Assessment Program: Phase II Report." Geo Engineering Rep. No. 01-10, Geo Engineering Program, Univ. of Wisconsin, Madison, Wis.
22. Booltink, H. W., and Bouma, J. (1991). "Physical and morphological characterization of bypass flow in a well-structured clay soil." Soil Sci. Soc. Am. J. SSSJD40361-5995, 55(5), 1249-1254.
23. Boynton, S. S., and Daniel, D. E. (1985). "Hydraulic conductivity tests on compacted clay." J. Geotech. Engrg. JGENDZ0733-9410, 111(4), 465-478.
24. Corser, P., and Cranston, M. (1992). "Observations on long-term performance of composite clay liners and covers." Geotech. Fabrics Rep., Nov. 1992.
25. Daniel, D. E. (1984). "Predicting hydraulic conductivity of compacted clay liners." J. Geotech. Engrg. JGENDZ0733-9410, 110(2), 285-300.
26. Daniel, D. E. (1987). "Earthen liners for land disposal facilities." Geotech. Practice for Waste Disposal, '87, GSP No. 13, R. D. Woods, ed., Ann Arbor, Mich., 21-39.
27. Daniel, D. E. (1989). "In situ hydraulic conductivity tests for compacted clay." J. Geotech. Engrg.JGENDZ0733-9410, 115(9), 1205-1226.
28. Daniel, D. E., and Benson, C. H. (1990). "Water content-density criteria for compacted soil liners." J. Geotech. Engrg. JGENDZ0733-9410, 116(12), 1811-1830.
29. Day, S., and Daniel, D. E. (1985). "Hydraulic conductivity of two prototype clay liners." J. Geotech. Engrg. JGENDZ0733-9410, 111(8), 957-970.
30. De Jong, E., and Warkentin, B. P. (1965). "Shrinkage of soil samples with varying clay concentration." Can. Geotech. J. CGJOAH0008-3674, 2(1), 16-22.
31. Drumm, E., Boles, D., and Wilson, G. (1997). "Desiccation cracks result in preferential flow." Geotech. News GENWER0823-650X, 15(2), 22-25.
32. Dwyer, S. F. (2003). "Water balance measurements and computer simulations of landfill covers." Ph.D. dissertation, Univ. of New Mexico, Albuquerque, N.M.
33. Gurdal, T., Benson, C. H., and Albright, W. H. (2003). "Hydrologic properties of final cover soils from the Alternative Cover Assessment Program." Geo Engineering Rep. 03-02, Geo Engineering Program, Univ. of Wisconsin, Madison, Wis.
34. Jessberger, H., and Stone, K. (1991). "Subsidence effects on clay barriers." Geotechnique GTNQA80016-8505, 41(2), 185-194.
35. Khire, M. V., Benson, C. H., and Bosscher, P. J. (1997). "Water balance modeling of earthen landfill covers." J. Geotech. Geoenviron. Eng. JGGEFK1090-024110.1061/(ASCE)1090-0241(1997)123:8(744), 123(8), 744-754.
36. Khire, M. V., Benson, C. H., and Bosscher, P. J. (2000). "Capillary barriers: Design variables and water balance." J. Geotech. Geoenviron. Eng. JGGEFK1090-024110.1061/(ASCE)1090-0241(2000)126:8(695), 126(8), 695-708.
37. Kim, K., and Benson, C. (2002). "Water content calibrations for final cover soils." Geo Engineering Rep. 02-12, Geo Engineering Program, Univ. of Wisconsin, Madison, Wis.
38. Kleppe, J., and Olson, R. (1985). "Desiccation cracking of soil barriers." Hydraulic Barriers in Soil and Rock, STP 874, ASTM, Philadelphia, 263-275.
39. Lin, H. S., McInnes, K. J., Wilding, L. P., and Hallmark, C. T. (1996). "Effective porosity and flow rate with infiltration at low tensions into a well-structured subsoil." Trans. ASAE TAAEAJ0001-2351, 39(1), 131-135.
40. Lin, H. S., McInnes, K. J., Wilding, L. P., and Hallmark, C. T. (1997). "Low tension water flow in structured soils." Can. J. Soil Sci. CJSSAR0008-4271, 77(4), 649-654.
41. Manuel, E., Evans, J., and Singh, R. (1987). "Discussion of Hydraulic conductivity of two prototype clay liners." by S. Day, and D. Daniel, J. Geotech. Engrg. JGENDZ0733-9410, 113(7), 804-806.
42. Melchior, S. (1997). "In situ studies on the performance of landfill caps." Proc., Int. Containment Technology Conf., St. Petersburg, Fla., 365-373.
43. Montgomery, R., and Parsons, L. (1989). "The Omega Hills final cover test plot study: Three year data summary." Proc., 1989 Annual Meeting of the National Solid Waste Management Association, Washington, D.C., 1-14.
44. National Council for Air and Stream Improvement (NCASI). (1997). "A field-scale study of the use of paper industry sludges in landfill cover systems: Final report." Tech. Bulletin No. 750, National Council for Air and Stream Improvement, Research Triangle Park, N.C.
45. Omidi, G. H., Thomas, J. C., and Brown, K. W. (1996). "Effect of desiccation cracking on the hydraulic conductivity of a compacted clay liner." Water, Air, Soil Pollut. WAPLAC0049-6979, 89(1-2), 91-103.
46. Sisson, J. B., and Wierenga, P. J. (1981). "Spatial variability of steady-state infiltration rates as a stochastic process." Soil Sci. Soc. Am. J. SSSJD40361-5995, 45(4), 699-704.
47. Smith, E. D., Luxmore, R. J., and Smith, E. D. (1997). "Natural physical and biological processes compromise the long-term integrity of compacted clay caps." Barrier Technologies for Environmental Management: Summary of a Workshop, National Research Council, National Academy Press.
48. Suter, G. W., Luxmoore, R. J., and Smith, E. D. (1993). "Compacted soil barriers at abandoned landfill sites are likely to fail in the long term." J. Environ. Qual. JEVQAA0047-2425, 22(2), 217-226.
49. Trast, J., and Benson, C. H. (1995). "Estimating field hydraulic conductivity at various effective stresses." J. Geotech. Engrg. JGENDZ0733-941010.1061/(ASCE)0733-9410(1995)121:10(736), 121(10), 736-740.
50. United Nations Educational, Scientific and Cultural Organization. (1979). "Map of the world distribution of arid regions." Accompanied by explanatory note. MAB Tech. Notes No. 7, UNESCO, Paris.
51. U.S. Department of Agriculture, Natural Resources Conservation Service (USDA-NRCS). (2003). "National Soil Survey characterization data." Soil Survey Laboratory, National Soil Survey Center, Lincoln, Neb.
52. U.S. Environmental Protection Agency (USEPA). (1992). "U.S. EPA Subtitle D Clarification, 40 CFR 257 & 258, EPA/ OSW-FR-92-4146-6." Federal Register, 57(124), 28626-28632.
53. Zimmie, T. F., and LaPlante, C. M. (1992). "The effects of freeze-thaw cycles on the permeability of a fine-grained soil." Proc., 22nd Mid-Atlantic Industrial Waster Conf., Philadelphia, 580-593.