Durability of Boston Blue Clay in waste containment applications

Journal of Materials in Civil Engineering

Volumn 15, Issue 2, 2003, Pages 144-152

  Daniels, John L ^a   Inyang, Hilary I ^b,c   Iskandar, Iskandar K ^d  

^a University of North Carolina at Charlotte   (United States)

^b Dept of Geography/Earth Sciences ^*  (United States)

^c UNIVERSITY OF NORTH CAROLINA AT CHARLOTTE   (United States)

^d Engineering Research and Development Center   (United States)

Author keywords

Clays; Containments; Cracking; Durability; Hydraulic conductivity

Indexed keywords

CLAY; CRACKS; FROST EFFECTS; HYDRAULIC CONDUCTIVITY; HYDRAULICS;

WASTE CONTAINMENT;

WASTE MANAGEMENT;

CLAY; CONTAINMENT BARRIER; DURABILITY; WASTE DISPOSAL;

EID: 0037367071     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2003)15:2(144)     Document Type: Article

References (28)

1. Albrecht, B. A., and Benson, C. H. (2001). "Effect of desiccation on compacted natural clays." J. Geotech. Geoenviron. Eng., 127(1), 67-75.
2. Benoit, G. R. (1973). "Effect of freeze-thaw cycles on aggregate stability and hydraulic conductivity of three soil aggregate sizes." Soil Sci. Soc. Am. Proc., 37, 3-5.
3. Benson, C. H., Abichou, T. H., Olson, M. A., and Bosscher, P. J. (1995). "Winter effects on hydraulic conductivity of compacted clay." J. Geotech. Eng., 121, 69-79.
4. Bowders, J. J., and McClelland, S. (1994). "The effect of freeze/thaw cycles on the permeability of three compacted soils," Hydraulic conductivity and waste contaminant transport in soil, ASTM STP 1142, D. Daniel and S. Trautwein, eds., ASTM, West Conshohocken, Pa., 461-481.
5. Chamberlain, E. J., and Gow, A. J. (1979). "Effect of freezing and thawing on the permeability and structure of soils," Proc. Int. Symp. on Ground Freezing, 31-43.
6. Chamberlain, E. J., Erickson, A. E., and Benson, C. H. (1995). "Effects of frost action on compacted clay barriers," Geoenvironment 2000, Vol. 1. Y. Acar and D. Daniel, eds., 702-717.
7. Cohen, M. D., Olek, J., and Dolch, W. L. (1990). "Mechanism of plastic shrinkage cracking in portland cement and portland cement-silica fume paste and mortar," Cem. Concr. Res., 20(1), 103-119.
8. Daniles, J. L., Inyang, H. I. Howe, G. S., and Ogunro, V. O. (1999). "Innovative use of triaxial cell permeameters for measuring the earthen barrier resistance to freeze-thaw degradation under field conditions," Proc., Int. Symp. on High Altitude and Sensitive Ecological Environmental Geotechnology, Nanjing, PR China, 326-333.
9. Doll, P. (1997). "Desiccation of mineral liners below landfills with heat generation." J. Geotech Geoenviron. Eng., 123(11), 1001-1009.
10. Fleer, G. J., Stuart, M. A. Cohen, M. D., Scheutjens, J. M., Cosgrove, T., Vincent, B. (1993). Polymers at interfaces. Chapman and Hall. New York.
11. Fleming, L. N., and Inyang, H. (1995). "Permeability of clay-modified fly ash under thermal gradients." J. Mater. Civ. Eng., 7(3), 178-182.
12. Gu, B. and Doner, H. E. (1992). "The interaction of polysaccharides with silver hill illite," Clays Clay Miner., 40(2), 151-156.
13. Koerner, R. M. (1998). Designing with geosynthetics. Prentice-Hall. Upper Saddle River, NJ.
14. Kim, W.-H., and Daniel, D. E. (1992). "Effects of freezing on hydraulic conductivity of compacted clay," J. Geotech. Eng., 118(7), 1083-1097.
15. Kraus, J. F., and Benson, C. H. (1995). "Effect of freeze-thaw on the hydraulic conductivity of barrier materials: Laboratory and field evaluation." Project summary EPA/600/SR-95/118, USEPA, National Risk Management Research Laboratory, Cincinnati, Ohio.
16. Kraus, J. F., Benson, C. H., Erickson, A. E., and Chamberlain, E. J. (1997). "Freeze-thaw cycling and hydraulic conductivity of bentonitic barriers," J. Geotech. Geoenviron. Eng., 123(3), 229-238.
17. Lambe, T. W., and Kaplar, C. W. (1971) "Additives for modifying the frost susceptibility of soils, Part 1." Technical Rep. 123, USAGE Cold Regions Research and Engineering Laboratory, Hanover, N.H.
18. LaPlante, C. M., and Zimmie, T. F. (1993). "Freeze/thaw effects on the hydraulic conductivity of compacted clays," Transportation Research Record 1369, Transportation Research Board, Washington, D.C., 126-129.
19. Lo. I. M. C., and Yang, X. (2001). "Use of organoclay as secondary containment for gasoline storage tanks," J. Geotech. Eng., 127(2), 154-161.
20. Macosko, C. W. (1994). Rheology: Principles, measurements and applications. VCH Publishers, New York.
21. Moo-Young, J. K., and Zimmie, T. F. (1996). "Geotechnical properties of paper mill sludges for use in landfill covers," J. Geotech. Eng., 122(9), 768-775.
22. Othman, M. A., and Benson, C. H. (1992), "Effect of freeze-thaw on the hydraulic conductivity of three compacted clays from Wisconsin," Transportation Research Record 1369 Transportation Research Board. Washington, D.C., 118-129.
23. Othman, M. A., Benson, C. H., Chamberlain, E. J., and Zimmie, T. F. (1994). "Laboratory testing of evaluate changes in hydraulic conductivity of compacted clays caused by freeze-thaw; State-of-the-art." in Hydraulic conductivity and waste contaminant transport in soil, ASTM STP 1142, D. Daniel and S. Trautwein, eds., 227-254.
24. Sharma, H. D., and Lewis, S. P. (1994). Waste containment systems, waste stabilization and landfills: Design and evaluation, Wiley, New York.
25. Stokes, R. J., and Evans, D. F. (1997). Fundamentals of interfacial engineering, Wiley, New York.
26. Swan, C., and Greene, C. (1998). "Freeze-thaw effects on Boston Blue Clay." Soil improvement for big digs, A. Maher and D. S. Yang, eds., ASCE, Reston, Va. 161-176.
27. Work, D. V. (1999). "Textural analysis for quantification of contaminant flow channels in high pressure diaphragm jet-grouted sands." MS thesis, Univ. Massachusetts, Lowell, Mass.
28. Zimmie, T. F., and LaPlante, C. (1990). "The effect of freeze/thaw cycles on the permeability of a fine-grained soil." Proc., 22nd Mid-Atlantic Industrial Waste Conf., Drexel Univ., Philadelphia, 580-593.