메뉴 건너뛰기




Volumn 47, Issue 1, 2007, Pages 79-96

Hydraulic conductivity of nonprehydrated geosynthetic clay liners permeated with inorganic solutions and waste leachates

Author keywords

Bentonite; Chemical compatibility; Geosynthetic clay liner; Hydraulic conductivity; Long term hydraulic conductivity test

Indexed keywords

BENTONITE; ELECTRIC CONDUCTIVITY; ELECTRIC CONDUCTIVITY MEASUREMENT; INORGANIC CHEMICALS; LEACHATE TREATMENT;

EID: 36649009410     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.47.79     Document Type: Article
Times cited : (90)

References (46)
  • 1
    • 85168124232 scopus 로고
    • Influence of inorganic permeants upon the permeability of bentonite
    • STP 874 (eds. by Johnson, A. Frobel, R. and Petterson, C), ASTM, West Conshohocken, Pennsylvania
    • Alther, G., Evans, J. C, Fang, H. Y. and Witmer, K. (1985): Influence of inorganic permeants upon the permeability of bentonite, Hydraulic barriers in soil and rock, STP 874 (eds. by Johnson, A., Frobel, R. and Petterson, C), ASTM, West Conshohocken, Pennsylvania, 64-73.
    • (1985) Hydraulic Barriers in Soil and Rock , pp. 64-73
    • Alther, G.1    Evans, J.C.2    Fang, H.Y.3    Witmer, K.4
  • 2
    • 0023564039 scopus 로고
    • Hydraulic conductivity of compacted clay to dilute organic chemicals
    • Bowders, J. J. and Daniel, D. E. (1987): Hydraulic conductivity of compacted clay to dilute organic chemicals, J. Geotech. Engrg., 113 (12), 1432-1448.
    • (1987) J. Geotech. Engrg. , vol.113 , Issue.12 , pp. 1432-1448
    • Bowders, J.J.1    Daniel, D.E.2
  • 3
    • 0343220101 scopus 로고
    • Discussion of termination criteria for clay permeability testing
    • ASCE
    • Bowders, J. J. (1988): Discussion of termination criteria for clay permeability testing, J. Geotech. Engrg., ASCE, 114 (8), 947-949.
    • (1988) J. Geotech. Engrg. , vol.114 , Issue.8 , pp. 947-949
    • Bowders, J.J.1
  • 4
    • 0000470823 scopus 로고
    • Computer simulation of interlayer molecular structure in sodium montmorillonite hydrates
    • Chang, F., Skipper, N. and Sposito, G. (1995): Computer simulation of interlayer molecular structure in sodium montmorillonite hydrates, Langmuir, 11 (7), 2734-2741.
    • (1995) Langmuir , vol.11 , Issue.7 , pp. 2734-2741
    • Chang, F.1    Skipper, N.2    Sposito, G.3
  • 5
    • 0002873145 scopus 로고
    • Properties and test methods to assess bentonite used in geosynthetic clay liners
    • Balkema, Rotterdam, The Netherlands
    • Egloffstein, T. A. (1995): Properties and test methods to assess bentonite used in geosynthetic clay liners, Geosynthetic Clay Liners, Balkema, Rotterdam, The Netherlands, 51-72.
    • (1995) Geosynthetic Clay Liners , pp. 51-72
    • Egloffstein, T.A.1
  • 6
    • 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
    • Elsevier
    • Egloffstein, T. A. (2001): Natural bentonites-influence of the ion exchange and partial desiccation on permeability and self-healing capacity of bentonites used in GCLs, Geotextiles and Geomem-branes, Elsevier, 19, 427-444.
    • (2001) Geotextiles and Geomem-branes , vol.19 , pp. 427-444
    • Egloffstein, T.A.1
  • 7
    • 85127700813 scopus 로고    scopus 로고
    • Bentonite as sealing material in geosynthetic clay liners - Influence of the electrolytic concentration, the ion exchange and ion exchange with with simultaneous partial desiccation on permeability
    • (eds. by Zanzinger, H. Koerner, R. M. and Gartung, E.), Swets & Zeitlinger, Lisse, The Netherlands
    • Egloffstein, T. A. (2002): Bentonite as sealing material in geosynthetic clay liners - Influence of the electrolytic concentration, the ion exchange and ion exchange with with simultaneous partial desiccation on permeability, Clay Geosynthetic Barriers (eds. by Zanzinger, H., Koerner, R. M. and Gartung, E.), Swets & Zeitlinger, Lisse, The Netherlands, 141-153.
    • (2002) Clay Geosynthetic Barriers , pp. 141-153
    • Egloffstein, T.A.1
  • 8
    • 0024165819 scopus 로고
    • Viscosity and dielectric constant controls on the hydraulic conductivity of clayey soils permeated with water-soluble organics
    • Fernandez, F. and Quigley, R. M. (1988): Viscosity and dielectric constant controls on the hydraulic conductivity of clayey soils permeated with water-soluble organics, Can. Geotech. J., 25, 582-589.
    • (1988) Can. Geotech. J. , vol.25 , pp. 582-589
    • Fernandez, F.1    Quigley, R.M.2
  • 9
    • 0031148177 scopus 로고    scopus 로고
    • Calcium and sodium bentonite for hydraulic containment applications
    • ASCE
    • Gleason, M. H., Daniel, D. E. and Eykholt, G. R. (1997): Calcium and sodium bentonite for hydraulic containment applications, J. Geotech. Geoenviron. Engrg., ASCE, 123 (5), 438-445.
    • (1997) J. Geotech. Geoenviron. Engrg. , vol.123 , Issue.5 , pp. 438-445
    • Gleason, M.H.1    Daniel, D.E.2    Eykholt, G.R.3
  • 10
    • 0004276961 scopus 로고
    • 2nd edition, McGraw-Hill, New York
    • Grim, R. E. (1968): Clay Mineralogy--2nd edition, McGraw-Hill, New York.
    • (1968) Clay Mineralogy
    • Grim, R.E.1
  • 11
    • 0035398979 scopus 로고    scopus 로고
    • Hydraulic conductivity and swelling of non-prehydrated GCLs permeated with single species salt solutions
    • ASCE
    • Jo, H. Y., Katsumi, T., Benson, C. H. and Edil, T. B. (2001): Hydraulic conductivity and swelling of non-prehydrated GCLs permeated with single species salt solutions, J. Geotech. Geoenviron. Engrg., ASCE, 127 (7), 557-567.
    • (2001) J. Geotech. Geoenviron. Engrg. , vol.127 , Issue.7 , pp. 557-567
    • Jo, H.Y.1    Katsumi, T.2    Benson, C.H.3    Edil, T.B.4
  • 12
    • 0029730077 scopus 로고    scopus 로고
    • The swelling of clays: Molecular simulations of the hydration of montmorillonite
    • Karaborni, S., Smit, B., Heidug, W., Urai, J. and van Oort, E. (1996): The swelling of clays: Molecular simulations of the hydration of montmorillonite, Science, 271, 1102-1104.
    • (1996) Science , vol.271 , pp. 1102-1104
    • Karaborni, S.1    Smit, B.2    Heidug, W.3    Urai, J.4    Van Oort, E.5
  • 13
    • 72449198865 scopus 로고    scopus 로고
    • Effect of chemical solutions on hydraulic barrier performance of clay geosynthetic barriers
    • Katsumi, T., Ogawa, A. and Fukagawa, R. (2004): Effect of chemical solutions on hydraulic barrier performance of clay geosynthetic barriers, Proc. 3rd Eur. Conf. Geosynthetics, 701-706.
    • (2004) Proc. 3rd Eur. Conf. Geosynthetics , pp. 701-706
    • Katsumi, T.1    Ogawa, A.2    Fukagawa, R.3
  • 14
    • 84868574768 scopus 로고    scopus 로고
    • Factors affecting chemical compatibility and barrier performance of GCLs
    • Millpress Science Publishers, Rotterdam, Netherlands
    • Katsumi, T. and Fukagawa, R. (2005): Factors affecting chemical compatibility and barrier performance of GCLs, Proc. 16th ICSMGE, Millpress Science Publishers, Rotterdam, Netherlands, 2285-2288.
    • (2005) Proc. 16th ICSMGE , pp. 2285-2288
    • Katsumi, T.1    Fukagawa, R.2
  • 15
    • 0000317673 scopus 로고
    • Attractive double layer interactions between calcium clay particles
    • Kjellander, R., Marcelja, S. and Quirk, J. (1988): Attractive double layer interactions between calcium clay particles, J. Colloid and Interface Science, 126 (1), 194-211.
    • (1988) J. Colloid and Interface Science , vol.126 , Issue.1 , pp. 194-211
    • Kjellander, R.1    Marcelja, S.2    Quirk, J.3
  • 16
    • 10344246618 scopus 로고    scopus 로고
    • Hydraulic conductivity and swell of nonprehydrated geosynthetic clay liners permeated with multispecies inorganic solutions
    • ASCE
    • Kolstad, D. C, Benson, C. H. and Edil, T. B. (2004a): Hydraulic conductivity and swell of nonprehydrated geosynthetic clay liners permeated with multispecies inorganic solutions, J. Geotech. Geoenviron. Engrg., ASCE, 130 (12), 1236-1249.
    • (2004) J. Geotech. Geoenviron. Engrg. , vol.130 , Issue.12 , pp. 1236-1249
    • Kolstad, D.C.1    Benson, C.H.2    Edil, T.B.3
  • 17
    • 32044434711 scopus 로고    scopus 로고
    • Hydraulic conductivity of a dense prehydrated GCL permeated with aggressive inorganic solutions
    • Kolstad, D. C, Benson, C. H., Edil, T. B. and Jo, H. Y. (2004b): Hydraulic conductivity of a dense prehydrated GCL permeated with aggressive inorganic solutions, Geosynthetics International, 11 (3), 233-241.
    • (2004) Geosynthetics International , vol.11 , Issue.3 , pp. 233-241
    • Kolstad, D.C.1    Benson, C.H.2    Edil, T.B.3    Jo, H.Y.4
  • 19
    • 0003144449 scopus 로고
    • The structure of compacted clay
    • ASCE
    • Lambe, T. (1958): The structure of compacted clay, J. Soil Mech. Found. Div., ASCE, 84 (2), 1-33.
    • (1958) J. Soil Mech. Found. Div. , vol.84 , Issue.2 , pp. 1-33
    • Lambe, T.1
  • 20
    • 34548405570 scopus 로고    scopus 로고
    • Concentration dependency of the prehydration effect for a geosynthetic clay liner
    • Lee, J. M. and Shackelford, C. D. (2005a): Concentration dependency of the prehydration effect for a geosynthetic clay liner, Soils and Foundations, 45 (4), 27-41.
    • (2005) Soils and Foundations , vol.45 , Issue.4 , pp. 27-41
    • Lee, J.M.1    Shackelford, C.D.2
  • 21
    • 11344288922 scopus 로고    scopus 로고
    • Impact of bentonite quality on hydraulic conductivity of geosynthetic clay liners
    • ASCE
    • Lee J., M. and Shackelford, CD. (2005b): Impact of bentonite quality on hydraulic conductivity of geosynthetic clay liners, J. Geotech. Geoenviron. Engrg., ASCE, 131 (1), 64-77.
    • (2005) J. Geotech. Geoenviron. Engrg. , vol.131 , Issue.1 , pp. 64-77
    • Lee, J.M.1    Shackelford, C.D.2
  • 23
    • 0023123163 scopus 로고
    • Structural component of the swelling pressure of clays
    • Low, P. (1987): Structural component of the swelling pressure of clays, Langmuir, 3 (1), 18-25.
    • (1987) Langmuir , vol.3 , Issue.1 , pp. 18-25
    • Low, P.1
  • 24
    • 0003330531 scopus 로고
    • Intrinsic permeability of clay as affected by clay-water interaction
    • Lutz, J. F. and Kemper, W. D. (1958): Intrinsic permeability of clay as affected by clay-water interaction, Soil Science, 88, 83-90.
    • (1958) Soil Science , vol.88 , pp. 83-90
    • Lutz, J.F.1    Kemper, W.D.2
  • 25
    • 0001473666 scopus 로고
    • Mechanisms controlling the permeability of clays
    • London
    • Mesri, G. and Olson, R. E. (1971): Mechanisms controlling the permeability of clays, Clay and Clay Minerals, London, 19, 151-158.
    • (1971) Clay and Clay Minerals , vol.19 , pp. 151-158
    • Mesri, G.1    Olson, R.E.2
  • 26
    • 0023168276 scopus 로고
    • Chemical effects on clay hydraulic conductivity
    • (eds. by Woods, R. D.), ASCE
    • Mitchell, J. K. and Madsen, F. T. (1987): Chemical effects on clay hydraulic conductivity, Geotechnical Practice for Waste Disposal '87 (eds. by Woods, R. D.), ASCE, 87-116.
    • (1987) Geotechnical Practice for Waste Disposal'87 , pp. 87-116
    • Mitchell, J.K.1    Madsen, F.T.2
  • 30
    • 0345423379 scopus 로고
    • The swelling of montmorillonites
    • Norrish, K. (1954): The swelling of montmorillonites, Discussions of Faraday Society, 18, 120-134.
    • (1954) Discussions of Faraday Society , vol.18 , pp. 120-134
    • Norrish, K.1
  • 31
    • 36949073344 scopus 로고
    • Crystalline swelling of montmorillonite, use of electrolytes to control swelling
    • Norrish, K. and Quirk, J. (1954): Crystalline swelling of mon-tmorillonite, use of electrolytes to control swelling, Nature, 173, 255-257.
    • (1954) Nature , vol.173 , pp. 255-257
    • Norrish, K.1    Quirk, J.2
  • 32
    • 0343983550 scopus 로고    scopus 로고
    • Development and characterization of multiswellable bentonite
    • A. A. Balkema Publishers, Rotterdam, The Netherlands
    • Onikata, M., Kondo, M. and Kamon, M. (1996): Development and characterization of multiswellable bentonite, Environmental Geotechnics, A. A. Balkema Publishers, Rotterdam, The Netherlands, 587-590.
    • (1996) Environmental Geotechnics , pp. 587-590
    • Onikata, M.1    Kondo, M.2    Kamon, M.3
  • 33
    • 0031393249 scopus 로고    scopus 로고
    • Geosynthetic clay liner (GCL)-chemical compatibility by hydraulic conductivity testing and factors impacting its performance
    • Petrov, R. J. and Rowe, R. W. (1997): Geosynthetic clay liner (GCL)-chemical compatibility by hydraulic conductivity testing and factors impacting its performance, Can. Geotech. J., 34, 863-885.
    • (1997) Can. Geotech. J. , vol.34 , pp. 863-885
    • Petrov, R.J.1    Rowe, R.W.2
  • 34
    • 0001468539 scopus 로고
    • Changes in basal spacing of montmorillonite in electrolyte solutions
    • Posner, A. and Quirk, J. (1964): Changes in basal spacing of montmorillonite in electrolyte solutions, J. Colloid and Interface Science, 19, 798-812.
    • (1964) J. Colloid and Interface Science , vol.19 , pp. 798-812
    • Posner, A.1    Quirk, J.2
  • 35
    • 0031670381 scopus 로고    scopus 로고
    • State and location of water adsorbed on clay minerals: Consequences of the hydration and swelling-shrinkage phenomena
    • London
    • Prost, R., Koutit, T., Benchara, A. and Huard, E. (1998): State and location of water adsorbed on clay minerals: Consequences of the hydration and swelling-shrinkage phenomena, Clays and Clay Minerals, London, 46 (2), 117-131.
    • (1998) Clays and Clay Minerals , vol.46 , Issue.2 , pp. 117-131
    • Prost, R.1    Koutit, T.2    Benchara, A.3    Huard, E.4
  • 36
    • 0031126865 scopus 로고    scopus 로고
    • Geosynthetic clay liners permeated with chemical solutions and leachates
    • ASCE
    • Ruhl, J. L. and Daniel, D. E. (1997): Geosynthetic clay liners permeated with chemical solutions and leachates, J. Geotech. Geoenviron. Engrg., ASCE, 123 (4), 369-381.
    • (1997) J. Geotech. Geoenviron. Engrg. , vol.123 , Issue.4 , pp. 369-381
    • Ruhl, J.L.1    Daniel, D.E.2
  • 37
    • 0028579410 scopus 로고
    • Waste-soil interactions that alter hydraulic conductivity
    • ASTM STP 1142 (eds. by Daniel, D. E. and Trautwein, S. J.), ASTM
    • Shackelford, C. D. (1994): Waste-soil interactions that alter hydraulic conductivity, Hydraulic Conductivity and Waste Contaminant Transport in Soils, ASTM STP 1142 (eds. by Daniel, D. E. and Trautwein, S. J.), ASTM, 111-168.
    • (1994) Hydraulic Conductivity and Waste Contaminant Transport in Soils , pp. 111-168
    • Shackelford, C.D.1
  • 39
    • 0033994028 scopus 로고    scopus 로고
    • Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids
    • Elsevier
    • Shackelford, C. D., Benson, C. H., Katsumi, T., Edil, T. B. and Lin, L. (2000): Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids, Geotextiles and Geomem-branes, Elsevier, 18, 133-161.
    • (2000) Geotextiles and Geomembranes , vol.18 , pp. 133-161
    • Shackelford, C.D.1    Benson, C.H.2    Katsumi, T.3    Edil, T.B.4    Lin, L.5
  • 40
    • 0036466978 scopus 로고    scopus 로고
    • Effect of hydrating liquid on the hydraulic properties of geosynthetic clay liners
    • Elsevier
    • Shan, H.-Y. and Lai, Y.-J. (2002): Effect of hydrating liquid on the hydraulic properties of geosynthetic clay liners, Geotextiles and Geomem-branes, Elsevier, 20, 19-38.
    • (2002) Geotextiles and Geomembranes , vol.20 , pp. 19-38
    • Shan, H.-Y.1    Lai, Y.-J.2
  • 41
    • 0028668188 scopus 로고
    • Quantitative determination of potential distribution in Stern-Gouy double-layer model
    • Ottawa
    • Shang, J., Lo, K. and Quigley, R. M. (1994): Quantitative determination of potential distribution in Stern-Gouy double-layer model, Can. Geotech. J., Ottawa, 31, 624-636.
    • (1994) Can. Geotech. J. , vol.31 , pp. 624-636
    • Shang, J.1    Lo, K.2    Quigley, R.M.3
  • 42
    • 22944451624 scopus 로고
    • Structure of water adsorbed on smectites
    • Sposito, G. and Prost, R. (1982): Structure of water adsorbed on smectites, Chemical Reviews, 82 (6), 553-573.
    • (1982) Chemical Reviews , vol.82 , Issue.6 , pp. 553-573
    • Sposito, G.1    Prost, R.2
  • 44
    • 0041962923 scopus 로고    scopus 로고
    • The effect of ion valence on the swelling behaviour of sodium montmorillonite, Polluted and Marginal Land-96
    • Engineering Technics Press, Edinburgh
    • Studds, P. G., Stewart, D. I. and Cousens, T. W. (1996): The effect of ion valence on the swelling behaviour of sodium montmorillonite, Polluted and Marginal Land-96, Proc. 4th Int. Conf. Re-use of Contaminated Land and Landfills, Engineering Technics Press, Edinburgh, 139-142.
    • (1996) Proc. 4th Int. Conf. Re-use of Contaminated Land and Landfills , pp. 139-142
    • Studds, P.G.1    Stewart, D.I.2    Cousens, T.W.3
  • 46
    • 0035007448 scopus 로고    scopus 로고
    • Hydraulic conductivity of partially prehydrated geosynthetic clay liners permeated with aqueous calcium chloride solutions
    • IFAI
    • Vasko, S. M., Jo, H. Y., Benson, C.H., Edil, T. B. and Katsumi, T. (2001): Hydraulic conductivity of partially prehydrated geosynthetic clay liners permeated with aqueous calcium chloride solutions, Geosynthetics Conference 2001, IFAI, 685-699.
    • (2001) Geosynthetics Conference 2001 , pp. 685-699
    • Vasko, S.M.1    Jo, H.Y.2    Benson, C.H.3    Edil, T.B.4    Katsumi, T.5


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.