메뉴 건너뛰기




Volumn 45, Issue 4, 2005, Pages 27-41

Concentration dependency of the prehydration effect for a geosynthetic clay liner

Author keywords

Compatibility; First exposure effect; Geosynthetic clay liners; Hydraulic conductivity; Hydraulic performance; Inorganic chemicals; Prehydration effect

Indexed keywords

CALCIUM CHLORIDE; HYDRAULIC CONDUCTIVITY;

EID: 34548405570     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.45.4_27     Document Type: Article
Times cited : (56)

References (36)
  • 1
    • 54249110255 scopus 로고    scopus 로고
    • Alther, O., 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 (eds. by Johnson, A. I., Frobel, R. K., Cavalli, N. J. and Pettersson, C. B.), ASTM STP 874, West Conshohocken, PA, 64-73.
    • Alther, O., 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 (eds. by Johnson, A. I., Frobel, R. K., Cavalli, N. J. and Pettersson, C. B.), ASTM STP 874, West Conshohocken, PA, 64-73.
  • 2
    • 0036803357 scopus 로고    scopus 로고
    • Hydraulic performance of untreated and polymer-treated bentonite in inorganic landfill leachates
    • Ashmawy, A. K., El-Hajji, D., Sotelo, N. and Muhammad, N. (2002): Hydraulic performance of untreated and polymer-treated bentonite in inorganic landfill leachates, Clays and Clay Minerals, 50(5), 546-552.
    • (2002) Clays and Clay Minerals , vol.50 , Issue.5 , pp. 546-552
    • Ashmawy, A.K.1    El-Hajji, D.2    Sotelo, N.3    Muhammad, N.4
  • 3
    • 54249155014 scopus 로고    scopus 로고
    • Bonaparte, R., Othman, M., Rad, N., Swan, R. and Vander Linde, D. (1996): Evaluation of various aspects of GCL performance, Report of 1995 Workshop on Geosynthetic Clay Liners, Report No. EPA/600/R-96/149, U.S. EPA, Washington, D.C., F1-F34.
    • Bonaparte, R., Othman, M., Rad, N., Swan, R. and Vander Linde, D. (1996): Evaluation of various aspects of GCL performance, Report of 1995 Workshop on Geosynthetic Clay Liners, Report No. EPA/600/R-96/149, U.S. EPA, Washington, D.C., F1-F34.
  • 4
    • 0032008004 scopus 로고    scopus 로고
    • Unsaturated hydraulic conductivity of compacted sand-kaolin mixtures
    • Chiu, T.-F. and Shackelford, C. D. (1998): Unsaturated hydraulic conductivity of compacted sand-kaolin mixtures, J. Geotech. Geoenviron. Engrg., 124(2), 160-170.
    • (1998) J. Geotech. Geoenviron. Engrg , vol.124 , Issue.2 , pp. 160-170
    • Chiu, T.-F.1    Shackelford, C.D.2
  • 5
    • 0002099118 scopus 로고
    • Dead-end pore volume and dispersion in porous media
    • Coats, K. H. and Smith, B. D. (1964): Dead-end pore volume and dispersion in porous media, Soc. Petroleum Engineers J., 4, 73-84.
    • (1964) Soc. Petroleum Engineers J , vol.4 , pp. 73-84
    • Coats, K.H.1    Smith, B.D.2
  • 6
    • 0028595523 scopus 로고    scopus 로고
    • Daniel, D. E. (1994): State-of-art: Laboratory hydraulic conductivity tests for saturated soils, Hydraulic Conductivity and Waste Contaminant Transport in Soil (eds. by Daniel D. E. and Trautwein, S. J.), ASTM STP 1142, West Conshohocken, PA, 30-78.
    • Daniel, D. E. (1994): State-of-art: Laboratory hydraulic conductivity tests for saturated soils, Hydraulic Conductivity and Waste Contaminant Transport in Soil (eds. by Daniel D. E. and Trautwein, S. J.), ASTM STP 1142, West Conshohocken, PA, 30-78.
  • 7
    • 0000415074 scopus 로고
    • Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner
    • Industrial Fabrics Association International, St. Paul, MN
    • Daniel, D. E., Shan, H.-Y. and Anderson, J. D. (1993): Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner, Geosynthetics '93, Industrial Fabrics Association International, St. Paul, MN, 3, 1483-1496.
    • (1993) Geosynthetics '93 , vol.3 , pp. 1483-1496
    • Daniel, D.E.1    Shan, H.-Y.2    Anderson, J.D.3
  • 8
    • 5544229891 scopus 로고    scopus 로고
    • Daniel, D. E., Bowders, Jr., J. J. and Gilbert, R. B. (1997): Laboratory hydraulic conductivity testing of GCLs in flexible-wall permeameters, Testing and Acceptance Criteria for Geosynthetic Clay Liners (ed. by Well, L. W.), ASTM STP 1308, West Conshohocken, PA, 208-226.
    • Daniel, D. E., Bowders, Jr., J. J. and Gilbert, R. B. (1997): Laboratory hydraulic conductivity testing of GCLs in flexible-wall permeameters, Testing and Acceptance Criteria for Geosynthetic Clay Liners (ed. by Well, L. W.), ASTM STP 1308, West Conshohocken, PA, 208-226.
  • 9
    • 0343220098 scopus 로고    scopus 로고
    • Didier, G. and Comeaga, L. (1997): Influence of initial hydration conditions on GCL leachate permeability, Testing and Acceptance Criteria for Geosynthetic Clay Liners (ed. by Well, L. W.), ASTM STP 1308, West Conshohocken, PA, 181-195.
    • Didier, G. and Comeaga, L. (1997): Influence of initial hydration conditions on GCL leachate permeability, Testing and Acceptance Criteria for Geosynthetic Clay Liners (ed. by Well, L. W.), ASTM STP 1308, West Conshohocken, PA, 181-195.
  • 10
    • 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
    • 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.
    • (2001) Geotextiles and Geomembranes , vol.19 , Issue.7 , pp. 427-444
    • Egloffstein, T.1
  • 11
    • 0031148177 scopus 로고    scopus 로고
    • Calcium and sodium bentonite for hydraulic containment applications
    • Gleason, M. H., Daniel, D. E. and Eykholt, G. R. (1997): Calcium and sodium bentonite for hydraulic containment applications, J. Geotech. Geoenviron. Engrg., 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
  • 12
    • 54249119878 scopus 로고    scopus 로고
    • Imamura, S., Sueoka, T. and Kamon, M. (1996): Long term stability of bentonite/sand mixtures at L. L. R. W. storage, Environmental Geotechnics (ed. by Kamon, M.), A. A. Balkema, Rotterdam, 1, 545-550.
    • Imamura, S., Sueoka, T. and Kamon, M. (1996): Long term stability of bentonite/sand mixtures at L. L. R. W. storage, Environmental Geotechnics (ed. by Kamon, M.), A. A. Balkema, Rotterdam, 1, 545-550.
  • 13
    • 0031259258 scopus 로고    scopus 로고
    • Field performance of GCL under ion exchange conditions
    • James, A. N., Fullerton, D. and Drake, R. (1997): Field performance of GCL under ion exchange conditions, J. Geotech. Geoenviron. Engrg., 123(10), 897-902.
    • (1997) J. Geotech. Geoenviron. Engrg , vol.123 , Issue.10 , pp. 897-902
    • James, A.N.1    Fullerton, D.2    Drake, R.3
  • 14
    • 0035398979 scopus 로고    scopus 로고
    • Hydraulic conductivity and swelling of nonprehydrated GCLs permeated with single-species salt solutions
    • Jo, H. Y., Katsumi, T., Benson, C. H. and Edil, T. B. (2001): Hydraulic conductivity and swelling of nonprehydrated GCLs permeated with single-species salt solutions, J. Geotech. Geoenviron. Engrg., 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
  • 15
    • 11144349981 scopus 로고    scopus 로고
    • Long-term hydraulic conductivity of a geosynthetic clay liner (GCL) permeated with inorganic salt solutions
    • Jo, H. Y., Benson, C. H., Shackelford, C. D., Lee, J.-M. and Edil, T. B. (2005): Long-term hydraulic conductivity of a geosynthetic clay liner (GCL) permeated with inorganic salt solutions, J. Geotech. Geoenviron. Engrg., 131(4), 405-417.
    • (2005) J. Geotech. Geoenviron. Engrg , vol.131 , Issue.4 , pp. 405-417
    • Jo, H.Y.1    Benson, C.H.2    Shackelford, C.D.3    Lee, J.-M.4    Edil, T.B.5
  • 16
    • 0031251918 scopus 로고    scopus 로고
    • An improved contaminant resistant clay for environmental clay liner applications
    • Kajita, L. S. (1997): An improved contaminant resistant clay for environmental clay liner applications, Clays and Clay Minerals, 45(5), 609-617.
    • (1997) Clays and Clay Minerals , vol.45 , Issue.5 , pp. 609-617
    • Kajita, L.S.1
  • 18
    • 10344246618 scopus 로고    scopus 로고
    • Hydraulic conductivity and swell of nonprehydrated geosynthetic clay liners permeated with multispecies inorganic solutions
    • Kolstad, D. C., Benson, C. H. and Edil, T. B. (2004): Hydraulic conductivity and swell of nonprehydrated geosynthetic clay liners permeated with multispecies inorganic solutions, J. Geotech. Geoenviron. Engrg., 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
  • 19
    • 11344288922 scopus 로고    scopus 로고
    • Impact of bentonite quality on hydraulic conductivity of geosynthetic clay liners
    • Lee, J.-M. and Shackelford, C. D. (2005): Impact of bentonite quality on hydraulic conductivity of geosynthetic clay liners, J. Geotech. Geoenviron. Engrg., 131(1), 64-77.
    • (2005) J. Geotech. Geoenviron. Engrg , vol.131 , Issue.1 , pp. 64-77
    • Lee, J.-M.1    Shackelford, C.D.2
  • 20
    • 0033506909 scopus 로고    scopus 로고
    • Effect of wet-dry cycling of swelling and hydraulic conductivity of GCLs
    • Lin, L.-C. and Benson, C. H. (2000): Effect of wet-dry cycling of swelling and hydraulic conductivity of GCLs, J. Geotech. Geoenviron. Engrg., 126(1), 40-49.
    • (2000) J. Geotech. Geoenviron. Engrg , vol.126 , Issue.1 , pp. 40-49
    • Lin, L.-C.1    Benson, C.H.2
  • 21
    • 0002572198 scopus 로고    scopus 로고
    • In-situ studies on the performance of landfill caps (compacted clay liners, geomembranes, geosynthetic clay liners, capillary barriers)
    • St. Petersburg, FL
    • Melchior, S. (1997): In-situ studies on the performance of landfill caps (compacted clay liners, geomembranes, geosynthetic clay liners, capillary barriers), Proc. Int. Contain. Conf., St. Petersburg, FL, 365-373.
    • (1997) Proc. Int. Contain. Conf , pp. 365-373
    • Melchior, S.1
  • 22
    • 0031393249 scopus 로고    scopus 로고
    • Oeosynthetic clay liner (OCL)-chemical compatibility by hydraulic conductivity: Testing and factors impacting its performance
    • Petrov, R. J. and Rowe, R. K. (1997): Oeosynthetic clay liner (OCL)-chemical compatibility by hydraulic conductivity: Testing and factors impacting its performance, Can. Geotech, J., 34(6), 863-885.
    • (1997) Can. Geotech, J , vol.34 , Issue.6 , pp. 863-885
    • Petrov, R.J.1    Rowe, R.K.2
  • 23
    • 0001784105 scopus 로고    scopus 로고
    • Comparison of laboratory-measured GCL hydraulic conductivity based on three permeameter types
    • Petrov, R. J., Rowe, R. K. and Quigley, R. M. (1997a): Comparison of laboratory-measured GCL hydraulic conductivity based on three permeameter types, Geotech. Test. J., 20(1), 49-62.
    • (1997) Geotech. Test. J , vol.20 , Issue.1 , pp. 49-62
    • Petrov, R.J.1    Rowe, R.K.2    Quigley, R.M.3
  • 24
    • 0031208318 scopus 로고    scopus 로고
    • Selected factors influencing GCL hydraulic conductivity
    • Petrov, R. J., Rowe, R. K. and Quigley, R. M. (1997b): Selected factors influencing GCL hydraulic conductivity, J. Geotech. Geoenviron. Engrg., 123(8), 683-695.
    • (1997) J. Geotech. Geoenviron. Engrg , vol.123 , Issue.8 , pp. 683-695
    • Petrov, R.J.1    Rowe, R.K.2    Quigley, R.M.3
  • 25
    • 0033200216 scopus 로고    scopus 로고
    • Microstructural evolution of buffers
    • Pusch, R. (1999): Microstructural evolution of buffers, Engineering Geology, 54(1-2), 33-41.
    • (1999) Engineering Geology , vol.54 , Issue.1-2 , pp. 33-41
    • Pusch, R.1
  • 26
    • 5544229895 scopus 로고    scopus 로고
    • Quaranta, J. D., Gabr, M. A. and Bowders, Jr., J. J. (1997): First-exposure performance of the bentonite component of a GCL in a low-pH, calcium-enriched environment, Testing and Acceptance Criteria for Geosynthetic Clay Liners (ed. by Well, L. W.), ASTM STP 1308, West Conshohocken, PA, 162-180.
    • Quaranta, J. D., Gabr, M. A. and Bowders, Jr., J. J. (1997): First-exposure performance of the bentonite component of a GCL in a low-pH, calcium-enriched environment, Testing and Acceptance Criteria for Geosynthetic Clay Liners (ed. by Well, L. W.), ASTM STP 1308, West Conshohocken, PA, 162-180.
  • 28
    • 0031126865 scopus 로고    scopus 로고
    • Geosynthetic clay liners permeated with chemical solutions and leachates
    • Ruhl, J. L. and Daniel, D. E. (1997): Geosynthetic clay liners permeated with chemical solutions and leachates, J. Geotech. Geoenviron. Engrg., 123(4), 369-381.
    • (1997) J. Geotech. Geoenviron. Engrg , vol.123 , Issue.4 , pp. 369-381
    • Ruhl, J.L.1    Daniel, D.E.2
  • 29
    • 0028579410 scopus 로고    scopus 로고
    • Shackelford, C. D. (1994): Waste-soil interactions that alter hydraulic conductivity, Hydraulic Conductivity and Waste Contaminant Transport in Soil (eds. by Daniel, D. E. and Trautwein, S. J.), ASTM STP 1142, West Conshohocken, PA, 111-168.
    • Shackelford, C. D. (1994): Waste-soil interactions that alter hydraulic conductivity, Hydraulic Conductivity and Waste Contaminant Transport in Soil (eds. by Daniel, D. E. and Trautwein, S. J.), ASTM STP 1142, West Conshohocken, PA, 111-168.
  • 30
    • 0033994028 scopus 로고    scopus 로고
    • Evaluation the hydraulic conductivity of GCLs permeated with non-standard liquids
    • Shackelford, C. D., Benson, C. H., Katsumi, T., Edil, T. B. and Lin, L. (2000): Evaluation the hydraulic conductivity of GCLs permeated with non-standard liquids, Geotextiles and Geomembranes, 18(2-4), 133-161.
    • (2000) Geotextiles and Geomembranes , vol.18 , Issue.2-4 , pp. 133-161
    • Shackelford, C.D.1    Benson, C.H.2    Katsumi, T.3    Edil, T.B.4    Lin, L.5
  • 32
    • 0002035655 scopus 로고
    • Results of laboratory tests on a geotextile/bentonite liner material
    • Industrial Fabrics Association International, St. Paul, MN
    • Shan, H.-Y. and Daniel, D. E. (1991): Results of laboratory tests on a geotextile/bentonite liner material, Geosynthelics '91, Industrial Fabrics Association International, St. Paul, MN, 2, 517-535.
    • (1991) Geosynthelics '91 , vol.2 , pp. 517-535
    • Shan, H.-Y.1    Daniel, D.E.2
  • 33
    • 0036466978 scopus 로고    scopus 로고
    • Effect of hydrating liquid on the hydraulic properties of geosynthetic clay liners
    • Shan, H.-Y. and Lai, Y.-J. (2002): Effect of hydrating liquid on the hydraulic properties of geosynthetic clay liners, Geotextiles and Geomembranes, 20(1), 19-38.
    • (2002) Geotextiles and Geomembranes , vol.20 , Issue.1 , pp. 19-38
    • Shan, H.-Y.1    Lai, Y.-J.2
  • 34
    • 0032030913 scopus 로고    scopus 로고
    • Permeation of sand-processed clay mixtures with calcium chloride solutions
    • Stern, R. T. and Shackelford, C. D. (1998): Permeation of sand-processed clay mixtures with calcium chloride solutions, J. Geotech. Geoenviron. Engrg., 124(3), 231-241.
    • (1998) J. Geotech. Geoenviron. Engrg , vol.124 , Issue.3 , pp. 231-241
    • Stern, R.T.1    Shackelford, C.D.2
  • 35
    • 0016973021 scopus 로고
    • Mass transfer studies in sorbing porous media I. Analytical solutions
    • van Genuchten, M. Th. and Wierenga, P. J. (1976): Mass transfer studies in sorbing porous media I. Analytical solutions, J. Soil Science Society of America, 40(4), 473-480.
    • (1976) J. Soil Science Society of America , vol.40 , Issue.4 , pp. 473-480
    • van Genuchten, M.T.1    Wierenga, P.J.2
  • 36
    • 0035007448 scopus 로고    scopus 로고
    • Hydraulic conductivity of partially prehydrated geosynthetic clay liners permeated with aqueous calcium chloride solutions
    • Industrial Fabrics Association International St. Paul, MN
    • 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, Proc. Geosynthetics '01, Industrial Fabrics Association International St. Paul, MN, 685-699.
    • (2001) Proc. Geosynthetics '01 , 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.