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Volumn 47, Issue 10, 2010, Pages 1101-1111

Preferential flow in geosynthetic clay liners exhumed from final covers with composite barriers

Author keywords

Cation exchange; Cover; Geosynthetic clay liner; Hydration; Landfill; Preferential flow

Indexed keywords

BENTONITE SURFACE; CATION CONCENTRATIONS; CATION EXCHANGES; COMMONLY USED; COMPOSITE BARRIERS; COVER; DISTRIBUTED FLOW; FIBER BUNDLES; GEOSYNTHETIC CLAY LINERS; HYDRATION PROCESS; MOLE FRACTION; MONOVALENT CATIONS; MUNICIPAL SOLID WASTE LANDFILLS; OXIDE PRECIPITATES; PHYSICAL AND CHEMICAL PROPERTIES; PORE WATERS; PREFERENTIAL FLOWS; PUNCHED FIBERS; RELATIVE ABUNDANCE; SWELL INDEX;

EID: 77958102399     PISSN: 00083674     EISSN: 12086010     Source Type: Journal    
DOI: 10.1139/T10-018     Document Type: Article
Times cited : (23)

References (35)
  • 2
    • 4344615994 scopus 로고    scopus 로고
    • Standard test method for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter. ASTM standard D5084
    • ASTM, American Society for Testing and Materials (ASTM), West Conshohocken, Pa
    • ASTM. 2003. Standard test method for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter. ASTM standard D5084. In Annual book of ASTM standards, Vol. 12.09. American Society for Testing and Materials (ASTM), West Conshohocken, Pa.
    • (2003) Annual Book of ASTM Standards , vol.12
  • 3
    • 77958107184 scopus 로고    scopus 로고
    • Standard guide for screening clay portion of geosynthetic clay liner (GCL) for chemical compatibility to liquids. ASTM standard D6141
    • ASTM, American Society for Testing and Materials (ASTM), West Conshohocken, Pa
    • ASTM. 2004. Standard guide for screening clay portion of geosynthetic clay liner (GCL) for chemical compatibility to liquids. ASTM standard D6141. In Annual book of ASTM standards, Vol. 12.09. American Society for Testing and Materials (ASTM), West Conshohocken, Pa.
    • (2004) Annual Book of ASTM Standards , vol.12
  • 4
    • 77958088150 scopus 로고    scopus 로고
    • Standard test method for swell index of clay mineral component of geosynthetic clay liners. ASTM standard D5890
    • ASTM, American Society for Testing and Materials (ASTM), West Conshohocken, Pa
    • ASTM. 2006. Standard test method for swell index of clay mineral component of geosynthetic clay liners. ASTM standard D5890. In Annual book of ASTM standards, Vol. 12.09. American Society for Testing and Materials (ASTM), West Conshohocken, Pa.
    • (2006) Annual Book of ASTM Standards , vol.12
  • 5
    • 0003489009 scopus 로고    scopus 로고
    • Standard test method for particle-size analysis of soils. ASTM standard D422)
    • ASTM, American Society for Testing and Materials (ASTM), West Conshohocken, Pa
    • ASTM. 2007. Standard test method for particle-size analysis of soils. ASTM standard D422) In Annual book of ASTM standards, Vol. 12.09. American Society for Testing and Materials (ASTM), West Conshohocken, Pa.
    • (2007) Annual Book of ASTM Standards , vol.12
  • 6
    • 77958112726 scopus 로고    scopus 로고
    • Standard practice for obtaining samples of geosynthetic clay liners. ASTM D6072
    • ASTMa, American Society for Testing and Materials (ASTM), West Conshohocken, Pa
    • ASTMa. 2009. Standard practice for obtaining samples of geosynthetic clay liners. ASTM D6072. In Annual book of ASTM standards, Vol. 12.09. American Society for Testing and Materials (ASTM), West Conshohocken, Pa.
    • (2009) Annual Book of ASTM Standards , vol.12
  • 7
    • 77958088329 scopus 로고    scopus 로고
    • Standard specifications for woven wire test sieve cloth and test sieves. ASTM standard E11
    • ASTM, American Society for Testing and Materials (ASTM), West Conshohocken, Pa
    • ASTM. 2009b. Standard specifications for woven wire test sieve cloth and test sieves. ASTM standard E11. In Annual book of ASTM standards, Vol. 12.09. American Society for Testing and Materials (ASTM), West Conshohocken, Pa.
    • (2009) Annual Book of ASTM Standards , vol.12
  • 8
    • 60649094109 scopus 로고    scopus 로고
    • Relative abundance of monovalent and divalent cations and the impact of desiccation on geosynthetic clay liners
    • doi:10.1061/(ASCE)1090-0241(2009)135:3(349)
    • Benson, C., and Meer, S. 2009. Relative abundance of monovalent and divalent cations and the impact of desiccation on geosynthetic clay liners. Journal of Geotechnical and Geoenvironmental Engineering, 135(3): 349-358. doi:10.1061/(ASCE)1090-0241(2009)135:3(349).
    • (2009) Journal of Geotechnical and Geoenvironmental Engineering , vol.135 , Issue.3 , pp. 349-358
    • Benson, C.1    Meer, S.2
  • 9
    • 34347333490 scopus 로고    scopus 로고
    • Hydraulic performance of geosynthetic clay liners in a landfill final cover
    • doi:10.1061/(ASCE)1090-0241(2007)133:7(814)
    • Benson, C., Thorstad, P., Jo, H., and Rock, S. 2007. Hydraulic performance of geosynthetic clay liners in a landfill final cover. Journal of Geotechnical and Geoenvironmental Engineering, 133(7): 814-827. doi:10.1061/(ASCE)1090-0241(2007)133:7(814).
    • (2007) Journal of Geotechnical and Geoenvironmental Engineering , vol.133 , Issue.7 , pp. 814-827
    • Benson, C.1    Thorstad, P.2    Jo, H.3    Rock, S.4
  • 10
    • 0042368911 scopus 로고    scopus 로고
    • Clescerl, L.S., Greenberg, A., and Eaton, A. (Editors), 20th ed. American Public Health Association (APHA), Washington, D.C., and the American Water Works Association (AWWA), Denver, Colo
    • Clescerl, L.S., Greenberg, A., and Eaton, A. (Editors). 1998. Standard methods for the examination of water and wastewater. 20th ed. American Public Health Association (APHA), Washington, D.C., and the American Water Works Association (AWWA), Denver, Colo. pp. 3-8.
    • (1998) Standard Methods For the Examination of Water and Wastewater , pp. 3-8
  • 11
    • 0035439232 scopus 로고    scopus 로고
    • Natural bentonites - influence of the ion exchange and partial desiccation on permeability and self-healing capacity of bentonites used in GCLs
    • doi:10.1016/S0266-1144(01)00017-6
    • Egloffstein, T. 2001. Natural bentonites - influence of the ion exchange and partial desiccation on permeability and self-healing capacity of bentonites used in GCLs. Geotextiles and Geomembranes, 19(7): 427-444. doi:10.1016/S0266-1144(01)00017-6.
    • (2001) Geotextiles and Geomembranes , vol.19 , Issue.7 , pp. 427-444
    • Egloffstein, T.1
  • 13
    • 19844376827 scopus 로고    scopus 로고
    • Geosynthetic clay liner interaction with leachate: Correlation between permeability, microstructure, and surface chemistry
    • doi:10.1061/ (ASCE)1090-0241(2005)131:6(740)
    • Guyonnet, D., Gaucher, E., Gaboriau, H., Pons, C.-H., Clinard, C., Norotte, V., and Didier, G. 2005. Geosynthetic clay liner interaction with leachate: correlation between permeability, microstructure, and surface chemistry. Journal of Geotechnical and Geoenvironmental Engineering, 131(6): 740-749. doi:10.1061/ (ASCE)1090-0241(2005)131:6(740).
    • (2005) Journal of Geotechnical and Geoenvironmental Engineering , vol.131 , Issue.6 , pp. 740-749
    • Guyonnet, D.1    Gaucher, E.2    Gaboriau, H.3    Pons, C.-H.4    Clinard, C.5    Norotte, V.6    Didier, G.7
  • 14
    • 67651179510 scopus 로고    scopus 로고
    • Performance-based indicators for controlling geosynthetic clay liners in landfill applications
    • doi:10.1016/j.geotexmem.2009.02.002
    • Guyonnet, D., Touze-Foltz, N., Norotte, V., Pothier, C., Didier, G., Gailhanou, H., Blanc, P., and Warmont, F. 2009. Performance-based indicators for controlling geosynthetic clay liners in landfill applications. Geotextiles and Geomembranes, 27(5): 321-331. doi:10.1016/j.geotexmem.2009.02.002.
    • (2009) Geotextiles and Geomembranes , vol.27 , Issue.5 , pp. 321-331
    • Guyonnet, D.1    Touze-Foltz, N.2    Norotte, V.3    Pothier, C.4    Didier, G.5    Gailhanou, H.6    Blanc, P.7    Warmont, F.8
  • 16
    • 0035398979 scopus 로고    scopus 로고
    • Hydraulic conductivity and swelling of nonprehydrated GCLs permeated with single-species salt solutions
    • doi:10.1061/(ASCE) 1090-0241(2001)127:7(557)
    • Jo, H., Katsumi, T., Benson, C., and Edil, T. 2001. Hydraulic conductivity and swelling of nonprehydrated GCLs permeated with single-species salt solutions. Journal of Geotechnical and Geoenvironmental Engineering, 127(7): 557-567. doi:10.1061/(ASCE) 1090-0241(2001)127:7(557).
    • (2001) Journal of Geotechnical and Geoenvironmental Engineering , vol.127 , Issue.7 , pp. 557-567
    • Jo, H.1    Katsumi, T.2    Benson, C.3    Edil, T.4
  • 17
    • 10344246618 scopus 로고    scopus 로고
    • Hydraulic conductivity and swell of nonprehydrated GCLs permeated with multispecies inorganic solutions
    • doi:10.1061/(ASCE)1090-0241(2004)130:12(1236)
    • Kolstad, D.C., Benson, C.H., and Edil, T.B. 2004. Hydraulic conductivity and swell of nonprehydrated GCLs permeated with multispecies inorganic solutions. Journal of Geotechnical and Geoenvironmental Engineering, 130(12): 1236-1249. doi:10.1061/(ASCE)1090-0241(2004)130:12(1236).
    • (2004) Journal of Geotechnical and Geoenvironmental Engineering , vol.130 , Issue.12 , pp. 1236-1249
    • Kolstad, D.C.1    Benson, C.H.2    Edil, T.B.3
  • 18
    • 27744560562 scopus 로고    scopus 로고
    • Correlating index properties and hydraulic conductivity of geosynthetic clay liners
    • doi:10.1061/(ASCE)1090-0241(2005)131:11(1319)
    • Lee, J., Shackelford, C., Benson, C., Jo, H., and Edil, T. 2005. Correlating index properties and hydraulic conductivity of geosynhetic clay liners. Journal of Geotechnical and Geoenvironmental Engineering, 131(11): 1319-1329. doi:10.1061/(ASCE)1090-0241(2005)131:11(1319).
    • (2005) Journal of Geotechnical and Geoenvironmental Engineering , vol.131 , Issue.11 , pp. 1319-1329
    • Lee, J.1    Shackelford, C.2    Benson, C.3    Jo, H.4    Edil, T.5
  • 19
    • 0033506909 scopus 로고    scopus 로고
    • Effect of wet-dry cycling on swelling and hydraulic conductivity of GCLs
    • doi:10. 1061/(ASCE)1090-0241(2000)126:1(40)
    • Lin, L., and Benson, C. 2000. Effect of wet-dry cycling on swelling and hydraulic conductivity of GCLs. Journal of Geotechnical and Geoenvironmental Engineering, 126(1): 40-49. doi:10. 1061/(ASCE)1090-0241(2000)126:1(40).
    • (2000) Journal of Geotechnical and Geoenvironmental Engineering , vol.126 , Issue.1 , pp. 40-49
    • Lin, L.1    Benson, C.2
  • 20
    • 0036471414 scopus 로고    scopus 로고
    • Chemico-osmotic efficiency of a geosynthetic clay liner
    • doi:10.1061/(ASCE)1090-0241(2002)128:2(97)
    • Malusis, M.A., and Shackelford, C.D. 2002. Chemico-osmotic efficiency of a geosynthetic clay liner. Journal of Geotechnical and Geoenvironmental Engineering, 128(2): 97-106. doi:10.1061/(ASCE)1090-0241(2002)128:2(97).
    • (2002) Journal of Geotechnical and Geoenvironmental Engineering , vol.128 , Issue.2 , pp. 97-106
    • Malusis, M.A.1    Shackelford, C.D.2
  • 21
    • 0142249329 scopus 로고    scopus 로고
    • Flow and transport through clay membrane barriers
    • doi:10.1016/S0013-7952(03)00092-9
    • Malusis, M.A., Shackelford, C.D., and Olsen, H.W. 2003. Flow and transport through clay membrane barriers. Engineering Geology, 70(3-4): 235-248. doi:10.1016/S0013-7952(03)00092-9.
    • (2003) Engineering Geology , vol.70 , Issue.3-4 , pp. 235-248
    • Malusis, M.A.1    Shackelford, C.D.2    Olsen, H.W.3
  • 22
    • 0019377897 scopus 로고
    • Osmotic model to explain anomalous hydraulic heads
    • doi:10.1029/WR017i001p00073
    • Marine, I.W., and Fritz, S.J. 1981. Osmotic model to explain anomalous hydraulic heads. Water Resources Research, 17(1): 73-82. doi:10.1029/WR017i001p00073.
    • (1981) Water Resources Research , vol.17 , Issue.1 , pp. 73-82
    • Marine, I.W.1    Fritz, S.J.2
  • 24
    • 0001658044 scopus 로고
    • The flow of salt solutions through compacted clay
    • Lafayette, Ind., 5-8 October, 1960. Pergamon Press, New York
    • McKelvey, J.G., and Milne, I.H. 1962. The flow of salt solutions through compacted clay. In Proceedings of the 9th Conference on Clays and Clay Minerals, Lafayette, Ind., 5-8 October, 1960. Pergamon Press, New York. pp. 248-259.
    • (1962) Proceedings of the 9th Conference On Clays and Clay Minerals , pp. 248-259
    • McKelvey, J.G.1    Milne, I.H.2
  • 25
    • 34247200499 scopus 로고    scopus 로고
    • Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers
    • doi:10.1061/(ASCE)1090-0241(2007)133:5(550)
    • Meer, S., and Benson, C. 2007. Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers. Journal of Geotechnical and Geoenvironmental Engineering, 133(5): 550-563. doi:10.1061/(ASCE)1090-0241(2007)133:5(550).
    • (2007) Journal of Geotechnical and Geoenvironmental Engineering , vol.133 , Issue.5 , pp. 550-563
    • Meer, S.1    Benson, C.2
  • 26
    • 85127663743 scopus 로고    scopus 로고
    • Field studies and excavations of geosynthetic clay barriers in landfill covers
    • Edited by H. Zanzinger, R.M. Koerner, and E. Gartung. Swets and Zeitlinger, Lisse, the Netherlands
    • Melchior, S. 2002. Field studies and excavations of geosynthetic clay barriers in landfill covers. In Clay geosynthetic barriers. Edited by H. Zanzinger, R.M. Koerner, and E. Gartung. Swets and Zeitlinger, Lisse, the Netherlands. pp. 321-330.
    • (2002) Clay Geosynthetic Barriers , pp. 321-330
    • Melchior, S.1
  • 28
    • 0001424339 scopus 로고
    • Simultaneous fluxes of liquid and charge in saturated kaolinite
    • Olsen, H.W. 1969. Simultaneous fluxes of liquid and charge in saurated kaolinite. Soil Science Society of America Proceedings, 33(3): 338-344.
    • (1969) Soil Science Society of America Proceedings , vol.33 , Issue.3 , pp. 338-344
    • Olsen, H.W.1
  • 29
    • 0000692494 scopus 로고
    • Cation exchange capacity
    • 2nd ed. Edited by A. Page, R. Miller, and D. Keeney. Soil Science of America, Madison, Wis
    • Rhoades, J. 1982. Cation exchange capacity. In Methods of soil analysis. Part 2: Chemical and microbiological properties. 2nd ed. Edited by A. Page, R. Miller, and D. Keeney. Soil Science of America, Madison, Wis. pp. 149-157.
    • (1982) Methods of Soil Analysis. Part 2: Chemical and Microbiological Properties , pp. 149-157
    • Rhoades, J.1
  • 30
    • 77958088151 scopus 로고    scopus 로고
    • Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers with composite barriers
    • Posted online ahead of print 29 June 2010, doi:10. 1061/(ASCE)GT.1943-5606.0000407
    • Scalia, J., and Benson, C. 2010. Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers with composite barriers. Journal of Geotechnical and Geoenvironmental Engineering. Posted online ahead of print 29 June 2010. doi:10. 1061/(ASCE)GT.1943-5606.0000407.
    • (2010) Journal of Geotechnical and Geoenvironmental Engineering
    • Scalia, J.1    Benson, C.2
  • 31
    • 49849129023 scopus 로고
    • Lithium and potassium absorption, dehydroxylation temperature, and structural water content of aluminous smectites
    • doi:10.1346/CCMN.1969.0170302
    • Schultz, L.G. 1969. Lithium and potassium absorption, dehydroxylation temperature, and structural water content of aluminous smectites. Clays and Clay Minerals, 17(3): 115-149. doi:10.1346/CCMN.1969.0170302.
    • (1969) Clays and Clay Minerals , vol.17 , Issue.3 , pp. 115-149
    • Schultz, L.G.1
  • 32
    • 0033994028 scopus 로고    scopus 로고
    • Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids
    • doi:10.1016/S0266-1144(99)00024-2
    • Shackelford, C., Benson, C., Katsumi, T., Edil, T., and Lin, L. 2000. Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids. Geotextiles and Geomembranes, 18(2-4): 133-161. doi:10.1016/S0266-1144(99)00024-2.
    • (2000) Geotextiles and Geomembranes , vol.18 , Issue.2-4 , pp. 133-161
    • Shackelford, C.1    Benson, C.2    Katsumi, T.3    Edil, T.4    Lin, L.5
  • 33
  • 34
    • 0000409762 scopus 로고
    • Exchangeable cations
    • 2nd ed. Edited by A. Page, R. Miller, and D. Keeney. Soil Science of America, Madison, Wis
    • Thomas, G. 1982. Exchangeable cations. In Methods of soil analysis, Part 2: Chemical and microbiological properties. 2nd ed. Edited by A. Page, R. Miller, and D. Keeney. Soil Science of America, Madison, Wis. pp. 167-179.
    • (1982) Methods of Soil Analysis, Part 2: Chemical and Microbiological Properties , pp. 167-179
    • Thomas, G.1
  • 35
    • 77958089330 scopus 로고    scopus 로고
    • Inductively coupled plasma-atomic emission spectrometry. USEPA method 6010B
    • USEPA, physical/chemical methods SW846. 3rd ed. Office of Solid Waste and Emergency Response, U.S. Environmental Protection Agency, Washington, DC.
    • USEPA. 2007. Inductively coupled plasma-atomic emission spectrometry. USEPA method 6010B. In Test methods for evaluating solid waste, physical/chemical methods SW846. 3rd ed. Office of Solid Waste and Emergency Response, U.S. Environmental Protection Agency, Washington, DC.
    • (2007) Test Methods For Evaluating Solid Waste


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