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Volumn 123, Issue 4, 1997, Pages 305-313

Hydraulic conductivity of geosynthetic clay liners after freeze-thaw

Author keywords

[No Author keywords available]

Indexed keywords

FREEZING; HYDRAULIC CONDUCTIVITY; PERMEAMETERS (MECHANICAL PERMEABILITY); STRESSES; TESTING; THAWING;

EID: 0031126370     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1997)123:4(305)     Document Type: Article
Times cited : (55)

References (39)
  • 2
    • 0027334692 scopus 로고
    • Hydraulic conductivity of compacted clay frozen and thawed in situ
    • Benson, C. H., and Othman, M. A. (1993). "Hydraulic conductivity of compacted clay frozen and thawed in situ." J. Geotech. Engrg., 119(2), 276-294.
    • (1993) J. Geotech. Engrg. , vol.119 , Issue.2 , pp. 276-294
    • Benson, C.H.1    Othman, M.A.2
  • 3
    • 0028575241 scopus 로고
    • The effects of freeze-thaw cycles on the permeability of three compacted soils
    • D. E. Daniel and S. J. Trautwein, eds., American Society for Testing and Materials, Philadelphia, Pa.
    • Bowders, J. J., and McClelland, S. (1994). "The effects of freeze-thaw cycles on the permeability of three compacted soils." Proc., Hydr. Conductivity and waste containment transport in soils, ASTM STP 1142, D. E. Daniel and S. J. Trautwein, eds., American Society for Testing and Materials, Philadelphia, Pa., 461-481.
    • (1994) Proc., Hydr. Conductivity and Waste Containment Transport in Soils, ASTM STP 1142 , pp. 461-481
    • Bowders, J.J.1    McClelland, S.2
  • 4
    • 5344220580 scopus 로고
    • Bentonite mats meet secondary containment standards
    • Brunton, D. (1991). "Bentonite mats meet secondary containment standards." Geotech. Fabrics Rep., 9(4), 26-27.
    • (1991) Geotech. Fabrics Rep. , vol.9 , Issue.4 , pp. 26-27
    • Brunton, D.1
  • 6
    • 0017954182 scopus 로고
    • Effect of freezing and thawing on the permeability and structure of soils
    • Chamberlain, E. J., and Gow, A. J. (1979). "Effect of freezing and thawing on the permeability and structure of soils." Engrg. Geol., 12(2), 73-92.
    • (1979) Engrg. Geol. , vol.12 , Issue.2 , pp. 73-92
    • Chamberlain, E.J.1    Gow, A.J.2
  • 8
    • 5344272820 scopus 로고
    • GCLs used successfully in hazardous waste containment
    • Clem, J. (1992). "GCLs used successfully in hazardous waste containment." Geotech. Fabrics Rep., 10(3), 4-7
    • (1992) Geotech. Fabrics Rep. , vol.10 , Issue.3 , pp. 4-7
    • Clem, J.1
  • 9
    • 3743052481 scopus 로고
    • Geosynthetic clay liners
    • Daniel, D. E. (1991). "Geosynthetic clay liners." Geotech. News, 9(4), 28-33.
    • (1991) Geotech. News , vol.9 , Issue.4 , pp. 28-33
    • Daniel, D.E.1
  • 10
    • 0000448330 scopus 로고
    • Clay liners
    • D. E. Daniel, ed., Chapman and Hall, Ltd., London, England
    • Daniel, D. E. (1993). "Clay liners." Geotechnical practice for waste disposal, D. E. Daniel, ed., Chapman and Hall, Ltd., London, England, 137-163.
    • (1993) Geotechnical Practice for Waste Disposal , pp. 137-163
    • Daniel, D.E.1
  • 11
    • 5344278550 scopus 로고
    • Report of workshop on geosynthetic clay liners
    • U.S. Environmental Protection Agency, Cincinnati, Ohio
    • Daniel, D. E., and Boardman, B. T. (1993). "Report of workshop on geosynthetic clay liners." EPA/600/R-93/171, U.S. Environmental Protection Agency, Cincinnati, Ohio.
    • (1993) EPA/600/R-93/171
    • Daniel, D.E.1    Boardman, B.T.2
  • 12
    • 5344238495 scopus 로고
    • Compilation of information on alternative barriers for liner and cover systems
    • U.S. Environmental Protection Agency, Cincinnati, Ohio
    • Daniel, D. E., and Estornell, P. M. (1991). "Compilation of information on alternative barriers for liner and cover systems." EPA600/2-91/002, U.S. Environmental Protection Agency, Cincinnati, Ohio.
    • (1991) EPA600/2-91/002
    • Daniel, D.E.1    Estornell, P.M.2
  • 13
    • 0025962188 scopus 로고
    • Landfill liners from top to bottom
    • ASCE
    • Daniel, D. E., and Koerner, R. M. (1991). "Landfill liners from top to bottom." Civ. Engrg., ASCE, 61(12), 46-49.
    • (1991) Civ. Engrg. , vol.61 , Issue.12 , pp. 46-49
    • Daniel, D.E.1    Koerner, R.M.2
  • 14
    • 0342350520 scopus 로고
    • The role of geomembranes and geosynthetic clay liners in landfill covers
    • Daniel, D. E., and Richardson, G. N. (1995). "The role of geomembranes and geosynthetic clay liners in landfill covers." Geotech. Fabrics Rep., 13(1), 44-49.
    • (1995) Geotech. Fabrics Rep. , vol.13 , Issue.1 , pp. 44-49
    • Daniel, D.E.1    Richardson, G.N.2
  • 15
    • 2642688866 scopus 로고
    • Effects of frost action on covers and liners constructed in cold environments
    • University of Wisconsin, Madison, Wis.
    • Erickson, A. E., Chamberlain, B. J., and Benson, C. H. (1994). "Effects of frost action on covers and liners constructed in cold environments." Proc., 17th Madison Waste Conf., University of Wisconsin, Madison, Wis., 198-220.
    • (1994) Proc., 17th Madison Waste Conf. , pp. 198-220
    • Erickson, A.E.1    Chamberlain, B.J.2    Benson, C.H.3
  • 16
    • 0026938899 scopus 로고
    • Hydraulic conductivity of three geosynthetic clay liners
    • Estornell, P., and Daniel, D. E. (1992). "Hydraulic conductivity of three geosynthetic clay liners." J. Geotech. Engrg., 118(10), 1592-1606.
    • (1992) J. Geotech. Engrg. , vol.118 , Issue.10 , pp. 1592-1606
    • Estornell, P.1    Daniel, D.E.2
  • 17
    • 5344243439 scopus 로고
    • Freeze-thaw effects on claymax liner systems
    • Norcross, Ga.
    • GeoServices, Inc. (1989). "Freeze-thaw effects on claymax liner systems." Rep. to James Clem Corporation, Tech. Note No. 3, Norcross, Ga.
    • (1989) Rep. to James Clem Corporation, Tech. Note No. 3
  • 18
    • 5344268427 scopus 로고
    • Final report laboratory testing of Bentomat
    • Norcross, Ga.
    • GeoSyntec Consultants. (1991a). "Final report laboratory testing of Bentomat." Rep. to American Colloid Company, Norcross, Ga.
    • (1991) Rep. to American Colloid Company
  • 19
    • 5344247551 scopus 로고
    • Final report laboratory testing of Gundseal
    • Norcross, Ga.
    • GeoSyntec Consultants. (1991b). "Final report laboratory testing of Gundseal." Rep. to Gundle Lining Systems Inc., Norcross, Ga.
    • (1991) Rep. to Gundle Lining Systems Inc.
  • 21
    • 0026899782 scopus 로고
    • Effects of freezing on the hydraulic conductivity of a compacted clay
    • Kim, W. H., and Daniel, D. E. (1992). "Effects of freezing on the hydraulic conductivity of a compacted clay." J. Geotech. Engrg., 118(7), 1083-1097.
    • (1992) J. Geotech. Engrg. , vol.118 , Issue.7 , pp. 1083-1097
    • Kim, W.H.1    Daniel, D.E.2
  • 23
    • 0026862542 scopus 로고
    • Better cover-ups
    • ASCE
    • Koerner, R. M., an Daniel, D. E. (1992). "Better cover-ups." Civ. Engrg., ASCE, 62(5), 55-57.
    • (1992) Civ. Engrg. , vol.62 , Issue.5 , pp. 55-57
    • Koerner, R.M.1    Daniel, D.E.2
  • 24
    • 0024855381 scopus 로고
    • Physical processes during freeze-thaw cycles in clayey silts
    • Konrad, J. M. (1989). "Physical processes during freeze-thaw cycles in clayey silts." Cold Regions Sci. and Technol., 16, 291-303.
    • (1989) Cold Regions Sci. and Technol. , vol.16 , pp. 291-303
    • Konrad, J.M.1
  • 27
    • 3242866340 scopus 로고
    • Influence of freeze-thaw on the hydraulic conductivity of a compacted clay
    • University of Wisconsin, Madison, Wis.
    • Othman, M. A., and Benson, C. H. (1991). "Influence of freeze-thaw on the hydraulic conductivity of a compacted clay." Proc., 14th Annu. Madison Waste Conf., University of Wisconsin, Madison, Wis., 296-312.
    • (1991) Proc., 14th Annu. Madison Waste Conf. , pp. 296-312
    • Othman, M.A.1    Benson, C.H.2
  • 28
    • 0002633677 scopus 로고
    • Effect of freeze-thaw on the hydraulic conductivity of three compacted clays from Wisconsin
    • Transp. Res. Board, Washington, D.C.
    • Othman, M. A., and Benson, C. H. (1992). "Effect of freeze-thaw on the hydraulic conductivity of three compacted clays from Wisconsin." Transp. Res. Rec. 1369, Transp. Res. Board, Washington, D.C., 118-125.
    • (1992) Transp. Res. Rec. 1369 , pp. 118-125
    • Othman, M.A.1    Benson, C.H.2
  • 29
    • 0027789490 scopus 로고
    • Effect of freeze-thaw on the hydraulic conductivity and morphology of compacted clay
    • Othman, M. A., and Benson, C. H. (1993), "Effect of freeze-thaw on the hydraulic conductivity and morphology of compacted clay." Can. Geotech. J., 30(2), 236-246.
    • (1993) Can. Geotech. J. , vol.30 , Issue.2 , pp. 236-246
    • Othman, M.A.1    Benson, C.H.2
  • 30
    • 0028555743 scopus 로고
    • Laboratory testing to evaluate changes in hydraulic conductivity of compacted clays caused by freeze-thaw: State-of-the-art
    • D. E. Daniel and S. J. Trautwein, eds., American Society for Testing and Materials, Philadelphia, Pa.
    • Othman, M. A., Benson, C. H., Chamberlain, E. J., and Zimmie, T. F. (1994). "Laboratory testing to evaluate changes in hydraulic conductivity of compacted clays caused by freeze-thaw: State-of-the-art." Hydraulic conductivity and waste containment transport in soils, ASTM STP 1142, D. E. Daniel and S. J. Trautwein, eds., American Society for Testing and Materials, Philadelphia, Pa., 227-254.
    • (1994) Hydraulic Conductivity and Waste Containment Transport in Soils, ASTM STP 1142 , pp. 227-254
    • Othman, M.A.1    Benson, C.H.2    Chamberlain, E.J.3    Zimmie, T.F.4
  • 31
    • 0023213050 scopus 로고
    • Bentonite matting in composite lining systems
    • R. D. Woods, ed., American Society of Civil Engineers, New York, N.Y.
    • Schubert, W. R. (1987). "Bentonite matting in composite lining systems." Proc., Geotech. Pract. for Waste Disposal '87, R. D. Woods, ed., American Society of Civil Engineers, New York, N.Y., 784-796.
    • (1987) Proc., Geotech. Pract. for Waste Disposal '87 , pp. 784-796
    • Schubert, W.R.1
  • 33
    • 0025965794 scopus 로고
    • Geosynthetic clay liner installed in a new municipal solid waste landfill
    • Trauger, R. (1991). "Geosynthetic clay liner installed in a new municipal solid waste landfill." Geotech. Fabrics Rep., 9(8), 6-17.
    • (1991) Geotech. Fabrics Rep. , vol.9 , Issue.8 , pp. 6-17
    • Trauger, R.1
  • 34
    • 5344269727 scopus 로고
    • Geosynthetic clay liners: An overview
    • May 15
    • Trauger, R. (1992). "Geosynthetic clay liners: An overview." Pollution Engrg., (May 15), 44-47.
    • (1992) Pollution Engrg. , pp. 44-47
    • Trauger, R.1
  • 36
    • 0026359670 scopus 로고
    • Cyclical closed-system freezethaw permeability testing of soil liner and cover materials
    • Wong, L. C., and Haug, M. D. (1991). "Cyclical closed-system freezethaw permeability testing of soil liner and cover materials." Can. Geo-tech. J., 28(6), 784-793.
    • (1991) Can. Geo-tech. J. , vol.28 , Issue.6 , pp. 784-793
    • Wong, L.C.1    Haug, M.D.2
  • 37
    • 5344237774 scopus 로고
    • Alternative cover for saturated, low-strength waste
    • Industrial Fabrics Association International, St. Paul, Minn.
    • Woodward, B. L., and Well, L. W. (1995). "Alternative cover for saturated, low-strength waste." Proc., Geosynthetics '95, Industrial Fabrics Association International, St. Paul, Minn., 551-562.
    • (1995) Proc., Geosynthetics '95 , pp. 551-562
    • Woodward, B.L.1    Well, L.W.2
  • 38
    • 0002002595 scopus 로고
    • Freeze-thaw effects on the permeability of compacted clay liners and covers
    • Zimmie, T. F. (1992). "Freeze-thaw effects on the permeability of compacted clay liners and covers." Geotech. News, 28-30.
    • (1992) Geotech. News , pp. 28-30
    • Zimmie, T.F.1
  • 39
    • 0025556024 scopus 로고
    • The effects of freeze/thaw cycles on the permeability of fine-grained soil
    • Drexel University, Philadelphia, Pa.
    • Zimmie, T. F., and LaPlante, C. M. (1990). "The effects of freeze/thaw cycles on the permeability of fine-grained soil." Proc., 22nd Mid-Atlantic Industrial Waste Conf., Drexel University, Philadelphia, Pa., 580-593.
    • (1990) Proc., 22nd Mid-Atlantic Industrial Waste Conf. , pp. 580-593
    • Zimmie, T.F.1    Laplante, C.M.2


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