Theoretical assessment of fabric and permeability changes in clays affected by organic contaminants

Canadian Geotechnical Journal

Volumn 34, Issue 4, 1997, Pages 588-603

  Hueckel, T ^a   Kaczmarek, M ^a,c   Caramuscio, P ^b  

^a Duke University   (United States)

^b ENEL   (Italy)

^c POLISH ACADEMY OF SCIENCES   (Poland)

Author keywords

[No Author keywords available]

Indexed keywords

FLOCCULATION; HYDRAULIC CONDUCTIVITY; IMPURITIES; MATERIALS TESTING; MATHEMATICAL MODELS; MECHANICAL PERMEABILITY; MICROSTRUCTURE; POROUS MATERIALS;

ORGANIC CONTAMINANT; PARTICLE MIGRATION; PORE CLOGGING; PORE ENLARGEMENT;

CLAY;

CLAY; MICROSTRUCTURE; ORGANIC COMPOUND; PERMEABILITY;

EID: 0031200986     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t97-013     Document Type: Article

References (52)

1. Acar, Y.B., and Olivieri, I. 1990. Pore fluid effects on the fabric and hydraulic conductivity of laboratory-compacted clay. Transportation Research Record, No. 1219, pp. 144-159.
2. Acar, Y.B., Hamidon, A., Field, S.D., and Scott, L. 1985a. The effect of organic fluids on hydraulic conductivity of compacted kaolinite. In Hydraulic barriers in soil and rock. Edited by A.I. Johnson, R. Frobel, N.J. Cavalli, and C. Pettersson. American Society for Testing and Materials, Special Technical Publication No. 874, pp. 171-187.
3. Acar Y.B., Olivieri I. and Field S.D., 1985b. The effect of organic fluids on the pore size distribution of compacted kaolinite. In Hydraulic barriers in soil and rock. Edited by A.I. Johnson, R.K. Frobel, N.J. Cavalli, and C.B. Pettersson. American Society for Testing and Materials, Special Technical Publication No. 874, pp. 203-212.
4. Anderson, D.C., Brown, K.W., and Thomas, J.C. 1985 Conductivity of compacted soils to water and organic liquids. Waste Management & Research, 3: 339-349.
5. Annabi-Bergaya, F., Cruz, M.I., Gatineau, L., and Fripiat, J.J. 1981. Adsorption of alcohols by smectites: IV. Models. Clay Minerals, 16: 115-122.
6. Aylmore and Quirk, J.P. 1960. Domain or turbostratic structure of clays. Nature, 187: 1046-1048.
7. Barone, F.S., Rowe, R.K., and Quigley, R.M. 1992. Estimation of chloride diffusion coefficient and tortuosity factor for mudstone. Journal of Geotechnical Engineering, ASCE, 118: 1031-1046.
8. Bear, J. 1972. Dynamics of fluids in porous media. Dover Publications, New York.
9. Berryman, J.G. 1992. Stress for transport properties of inhomogeneous porous rock. Journal of Geophysical Research, 97: 17 409-17 424.
10. Bowders, J.J., and Daniel, D.E. 1986. Hydraulic conductivity of compacted clay to dilute organic compounds. Journal of Geotechnical Engineering, ASCE, 113: 1432-1448.
11. Brown, K.W., and Anderson, D.C. 1983. Effects of organic solvents on the permeability of clay soils. Environmental Protection Agency, Report - 600/83-016, pp. 153.
12. Brown, K.W., and Thomas, J.C. 1987. A mechanism by which organic liquids increase the hydraulic conductivity of compacted clay materials, Soil Science Society of America Journal, 51: 1451-1459.
13. Chen, S., Low, P.F., Cushman, J.H., and Roth, C.B. 1987. Organic compound effects on swelling and flocculation of Upton montmorillonite. Soil Science Society of America Journal, 51: 1444-1450.
14. Churchill, S.W. 1988. Viscous flows. Butterworth, Boston.
15. de Marsily, G. 1986. Quantitative hydrogeology. Academic Press, Orlando, Fla.
16. Denn, M. 1980. Process fluid mechanics. Prentice Hall, Englewood Cliffs.
17. Dunn, A.J., and Mehuys, G.R. 1984. Relationship between gravel content of soils and saturated hydraulic conductivity in laboratory tests. In Erosion and productivity of soils containing rock fragments, Edited by D.M. Krai. Soil Science Society of America.
18. Fernandez, F. 1989. Waste leachates and the hydraulic conductivity of clays. Ph.D. thesis, The University of Western Ontario, London, Ont.
19. Fernandez, F., and Quigley, R.M. 1985. Hydraulic conductivity of natural clays permeated with simple liquid hydrocarbons. Canadian Geotechnical Journal, 22: 205-214.
20. Fernandez, F., and Quigley, R.M. 1988. Viscosity and dielectric constant controls on the hydraulic conductivity of clayey soils permeated with water-soluble organics. Canadian Geotechnical Journal, 25: 582-589.
21. Fernandez, F., and Quigley, R.M. 1991. Controlling the destructive effect of clay - organic liquid interactions by application of effective stresses. Canadian Geotechnical Journal, 28: 388-398.
22. Foreman, D.E., and Daniel, D.E. 1986. Permeation of compacted clay with organic chemicals, Journal of Geotechnical Engineering, ASCE, 112: 669-681.
23. Garcia-Bengochea, I., and Lovell, C.W. 1981. Correlative measurements of pore size distribution and permeability in soils. In Perme-ability and ground-water contaminant transport. Edited by T.F. Zimmie and C.O. Riggs. American Society for Testing and Materials, Special Technical Publication No. 746, pp. 137-150.
24. Gnanapragasam, N., Lewis, B-A.N., and Finno, R.J. 1995. Microstructural changes in sand bentonite soils when exposed to aniline. Journal of Geotechnical Engineering, ASCE, 121(2): 119-125.
25. Goodall, D.C., and Quigley, R.M. 1977. Pollutant migration from two sanitary landfill sites near Sarnia, Ontario. Canadian Geotechnical Journal, 14: 223-236.
26. Hardcastle, J.H., and Mitchell, J.K. 1974. Electrolyte concentration - permeability relationships in sodium illite-slit mixture. Clays and Clay Minerals, 22: 143-154.
27. Israelachvili, J. 1992. Intermolecular and surface forces. Academic Press, London.
28. Jennings, A.A., and Ravi, V. 1990. Analytical extensions of the discrete interface penetration model for dynamic permeability analysis. Soil Science Society of America Journal, 54: 7-12.
29. Juang, C.H., and Holtz, R.D. 1986. Fabric, pore size distribution, and permeability of sandy soils. Journal of Geotechnical Engineering, ASCE, 112: 855-868.
30. Lamb H. 1945. Hydrodynamics. Dover, New York.
31. Lapierre, C., Leroueil, S., and Locat, J. 1990. Mercury intrusion and permeability of Louisville clay, Canadian Geotechnical Journal, 27: 761-773.
32. Lichtner, P.C. 1985. Continuum model for simultaneous chemical reactions and mass transport in hydrothermal systems. Geochimica et Cosmochimica Acta, 42: 779-800.
33. Linz, P. 1985. Analytical and numerical methods. Volterra Equations, SIAM, 27: 98-143.
34. Low, P.F. 1979. Nature and properties of water in montmorillonite-water systems. Soil Science Society of America Journal, 43: 651-658.
35. Madsen, F.T., and Mitchell, J.K. 1989. Chemical effects on clay fabric and hydraulic conductivity. In The landfill. Edited by P. Baccini. Lecture Notes in Earth Sciences, No. 20. Springer-Verlag, pp. 201-251.
36. Mitchell, J.K., and Jaber, M. 1990. Factors controlling the long term properties of clay liners, Proceedings of the ASCE Symposium Waste Containment Systems: Construction, Regulation and Performance. Edited by R. Bonaparte. American Society of Civil Engineers, New York, pp. 84-105.
37. Mitchell, J.K., and Younger, J.S. 1967. Abnormalities in hydraulic flow through fine-grained soils. American Society for Testing and Materials, Special Technical Publication No. 417, pp. 106-141.
38. Moon, C.F. 1972. The microstructure of clay. Earth Science Reviews, 8: 303-321.
39. Murray, R.S., and Quirk, J.P. 1990. Intrinsic failure and cracking of clay. Soil Science Society of America Journal, 54(4): 1179-1184.
40. Olsen, H.W. 1962. Hydraulic flow through saturated clays. Proceedings of the 9th National Conference on Clays and Clay Minerals, pp. 131-161.
41. Olson, K.R. 1987. Method to measure soil pores outside the range of mercury intrusion porosimeter. Soil Science Society of America Journal, 51(1): 132-135.
42. Quigley, R.M., and Fernandez, F. 1991. Hydrocarbon liquids and clay microstructure. In Microstructure of fine-grained sediments. Edited by R.H. Bennett, W.R. Bryant, and M.H. Hulbert. Springer Verlag, New York, pp. 469-474.
43. Quirk, J.P. 1978. Some physico-chemical aspects of soil structural stability. In Modifications of soil stuctures. Edited by W.W. Emerson et al. Wiley, Chichester, pp. 3-16.
44. Rowe, R.K., Quigley, R.N., and Booker, J.R. 1995. Clayey barrier systems for waste disposal facilities. E&FN SPON, London.
45. Sherwood, J.D. 1992. Ionic motion in a compacting filtercake. Proceedings of the Royal Society of London, A, 437: 607-627.
46. Skipper, N., Refson, K., and McConnell, J.D.C. 1991. Computer simulation of interlayer water in 2:1 clays. Journal of Chemical Physics, 94(11): 7434-7445.
47. Steefel C.I., and Lasaga A. 1990. Evolution of dissolution patterns. In Chemical modeling in aqueous systems II. American Chemical Society Symposiums, Series 416. Edited by D.C. Melchior and R.L. Basset, pp. 212-225.
48. Tessier D. 1990. Behaviour and microstructure of clay minerals. In Soil colloids and their association in aggregates. Edited by M. de Boodt et al. Plenum Press, New York.
49. van Olphen, H. 1977. Clay colloid chemistry. John Wiley & Sons, New York.
50. Winslow, D.H., and Lovell, C.W. 1981. Measurements of pore size distributions in cements, aggregates and soils. Powder Technology, 29: 151-165.
51. Wu, J., Low, P.F., and Roth, C.B. 1994. Effect of 1.4 dioxane on the expansion of montmorillonite layers in montmorillonite/water systems. Clays and Clay Minerals, 42(2): 109-113.
52. Zimmie, T., and Almaleh, L. 1976. Shrinkage of soil specimens during preparation for porosimetry tests. Soil Specimen preparation for Laboratory Testing. American Society for Testing and Materials, Special Technical Publication No. 599, pp. 202-215.