Sedimentary residual soil as a waste containment barrier material

Soil and Sediment Contamination

Volumn 13, Issue 5, 2004, Pages 505-518

  Kabir, Md Humayun ^a   Taha, Mohd Raihan ^a  

^a UNIVERSITI KEBANGSAAN MALAYSIA   (Malaysia)

Author keywords

Activity; Compacted soil liner; Hydraulic conductivity; Sedimentary residual soil; Volumetric shrinkage; Waste containment barrier

Indexed keywords

ATTENUATION; CONTAINER CLOSURES; GRAIN SIZE AND SHAPE; HYDRAULIC CONDUCTIVITY; LAND FILL; SHRINKAGE; SOLID WASTES;

RESIDUAL SOILS; SOIL LINERS; WASTE CONTAINMENT BARRIER MATERIALS;

SOILS;

EID: 19344377262     PISSN: 10588337     EISSN: None     Source Type: Journal    
DOI: 10.1080/10588330490500446     Document Type: Article

References (40)

1. Acar, Y. and Oliveri, I. 1989. Pore fluid effects on the fabric and hydraulic conductivity of laboratory compacted clay. Transportation Research Record 1219, 15-22.
2. Arch, J. 1998. Clay barriers in landfills. In: Environmental Interactions of Clays (Parker, A. & Rae, J.E., eds.). Springer-Verlag, Germany.
3. Barden, L. 1974. Consolidation of clays compacted "dry" and "wet" of optimum water content. Geotechnique 24, 605-625.
4. Batjes, N.H. and Bridges, E.M. 1992. A review of soil factors and processes that control fluxes of heat, moisture and greenhouse gases. Technical Paper 23, International Soil Reference and Information Centre, Wageningen, Netherlands.
5. Benson, C.H. and Daniel, D.E. 1990. Influence of clods on hydraulic conductivity of compacted clay. Journal of Geotechnical Engineering. ASCE, 116(8), 1231-1248.
6. Benson, C.H. and Daniel, D.E. 1994. Minimum thickness of compacted soil liners: II. Analysis and case histories. Journal of Geotechnical Engineering. ASCE, 120(1), 153-171.
7. Benson, C.H., Zhai, H., and Wang, X. 1994. Estimating hydraulic conductivity of clay liners, Journal of Geotechnical Engineering. ASCE, 120(2), 366-387.
8. Czurda, K.A. and Wagner, J.F. 1991. Cation transport and retardation processes in view of the toxic waste deposition problem in clay rocks and clay liner encapsulation. Engineering Geology 30, 103-113.
9. Daniel, D.E. 1993. Landfill and Impoundments. In: Geotechnical Practice for Waste Disposal (Daniel, D.E., ed.). Chapman & Hall, London.
10. Daniel, D.E. and Benson, C.H. 1990. Water content-density criteria for compacted soil liners. Journal of Geotechnical Engineering. ASCE, 116(12), 1811-1830.
11. Daniel, D.E. and Wu, Y.K. 1993. Compacted clay liners and covers for arid sites. Journal of Geotechnical Engineering. ASCE, 119(2), 223-237.
12. Das, B.M. 1998. Principles of Geotechnical Engineering. 4th Edition, PWS Publishing Company, Boston.
13. DeJond, E. and Warkentin, B.P. 1965. Shrinkage of soil samples with varying clay content. Canadian Geotechnical Journal 2(1), 16-22.
14. Elsbury, B.R., Daniel, D.E., Sraders, G.A., and Anderson, D.C. 1990. Lessons learned from compacted clay liner. Journal of Geotechnical Engineering. ASCE, 116(11), 1641-1660.
15. Elsbury, B.R., Sraders, G.A., Anderson, D.C., Rehage, J.A., Sai, J.O., and Daniel, D.E. 1988. Field and Laboratory Testing of a Compacted Soil Liner. US EPA, Cincinnati, Ohio, EPA/600/2-88/067.
16. Garcia-Bengochea, I., Lovell, C., and Altschaeffl, A. 1979. Pore distribution and permeability of silty clays. Journal of Geotechnical Engineering. ASCE, 105(7), 839-856.
17. Head, K.H. 1992. Manual of Soil Laboratory Testing, Volume 1: Soil classification and compaction tests. Pentech Press, London.
18. Head, K.H. 1994. Manual of Soil Laboratory Testing, Volume 2: Permeability, shear strength and compressibility tests. Halsted Press, New York.
19. Hewitt, P.J and Philip, L.K. 1999. Problems of clay desiccation in composite lining systems. Engineering Geology 53, 107-113.
20. Holtz, W.G. and Gibbs, H.J. 1956. Engineering properties of expansive clays. Transactions of the American Society of Civil Engineers 121, 641-677.
21. Johnson, G.M., Crumbley, W.S., and Boutwell, G.P. 1990. Field Verification of Clay Liner Hydraulic Conductivity. In: Waste Containment Systems: Construction, Regulation and Performance. Geotechnical Special Publication No 26 (Bonaparte, R., ed.). ASCE.
22. Kayabali, K. 1997. Engineering Aspects of a novel landfill liner material: Bentonite amended natural zeolite. Engineering Geology 46, 105-114.
23. Kleppe, J.H. and Olson, R.E. 1985. Desiccation cracking of soil barriers. Hydraulic Barriers in Soil and Rock. ASTM, 874, 263-275.
24. Lambe, T.W. 1954. The Permeability of Compacted Fine-grained Soils. Special Technical Publication No. 163. American Society of Testing and Materials (ASTM), Philadelphia, 56-67.
25. Lutton, R.J., Regan, G.L., and Jones, L.W. 1979. Design and Construction of Covers for Solid Waste Landfills. EPA-600/2-79-165. U.S. Environmental Protection Agency, Cincinnati.
26. McBean, E.D., Rovers, F.A., and Farquhar, G.J. 1995. Solid Waste Landfill Engineering and Design. Prentice Hall, Englewood Cliffs, NJ.
27. Mitchell, J.K. 1976. Fundamentals of Soil Behavior. John Wiley and Sons, New York.
28. Mitchell, J.K., Hooper, D., and Campanella, R. 1965. Permeability of compacted clay. Journal of Soil Mechanics and Foundation Division. ASCE, 91(4), 41-65.
29. Mohamed, A.M.O. and Antia, H.E. 1998. Geoenvironmental Engineering. Elsevier Science, Netherlands.
30. Mohamed, A.M.O., Hossein, M., and Hassani, F.P. 2002. Hydro-mechanical evaluation of stabilized mine tailings, Environmental Geology 41(7), 749-759.
31. Oakley, R.E. 1987. Design and Performance of Earth-Lined Containment Systems. In: Geotechnical Practice for Waste Disposal '87. Geotechnical Special Publication No. 13 (Woods, R.D., ed.). ASCE.
32. Oweis, I.S. and Khera, R.P. 1998. Geotechnology of Waste Management, 2nd Ed., PWS Publishing Company, Boston.
33. Peyton, R.L. and Scroder, P.R. 1990. Evaluation of landfill-liner design. Journal of Environmental Engineering. ASCE, 116(3), 421-437.
34. Reades, D., Lathi, L.R., Quigley, R.M., and Bacopoulous, A. 1990. Detailed Case History of Clay Liner Performance. In: Waste Containment Systems: Construction, Regulation and Performance. Geotechnical Special Publication No 26 (Bonaparte, R., ed.). ASCE.
35. Rowe, R.K., Quigley, R.M., and Booker, J.R. 1995. Clayey Barrier Systems for Waste Disposal Facilities. E&FN Spon, London.
36. Schevon, G.R. and Damas, G. 1986. Using double liners in landfill design and operation. Waste Management & Research. ISWA, 4, 161-176.
37. Seed, H.B. and Chan, C.K. 1959. Structure and strength characteristics of compacted clays. Journal of Soil Mechanics and Foundation Division. ASCE, 85(SM5), 87-128.
38. Skempton, A.W. 1953. The colloidal activity of clay. Proc. 3rd Int. Conf. on Soil Mechanics and Foundation Engineering. Zurich 1, 57-61.
39. Tay, Y.Y., Stewart, D.I., and Cousens, T.W. 2001. Shrinkage and desiccation cracking in bentonite-sand landfill liners. Engineering Geology, 60, 263-274.
40. U.S. Department of Agriculture, Natural Resources Conservation Service. 2003. Part 618 - Soil Properties and Qualities. National Soil Survey Handbook, Title 430-VI. [Online] Available: http://soils.usda.gov/technical/handbook/.