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Volumn 132, Issue 8, 2006, Pages 1011-1018

Effect of wet-dry cycles and cation exchange on gas permeability of geosynthetic clay liners

Author keywords

Clays; Gas; Geosynthetics; Linings; Moisture; Permeability

Indexed keywords

CLAY; DRYING; HYDRAULIC CONDUCTIVITY; ION EXCHANGE; LININGS; MOISTURE; POSITIVE IONS; SOLUTIONS; WETTING;

EID: 33746161936     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2006)132:8(1011)     Document Type: Article
Times cited : (54)

References (23)
  • 1
    • 0030390809 scopus 로고    scopus 로고
    • "Hydraulic conductivity of desiccated geosynthetic clay liners"
    • Boardman, B. T., and Daniel, D. E. (1996). "Hydraulic conductivity of desiccated geosynthetic clay liners." J. Geotech. Eng., 122(3), 204-208.
    • (1996) J. Geotech. Eng. , vol.122 , Issue.3 , pp. 204-208
    • Boardman, B.T.1    Daniel, D.E.2
  • 3
    • 0036466948 scopus 로고    scopus 로고
    • "Geosynthetic clay liners"
    • Bouazza, A. (2002). "Geosynthetic clay liners." Geotext. Geomembr., 20(1), 3-17.
    • (2002) Geotext. Geomembr. , vol.20 , Issue.1 , pp. 3-17
    • Bouazza, A.1
  • 4
    • 0037378280 scopus 로고    scopus 로고
    • "An apparatus to measure gas permeability of geosynthetic clay liners"
    • Bouazza, A., and Vangpaisal, T. (2003). "An apparatus to measure gas permeability of geosynthetic clay liners." Geotext. Geomembr., 21(2), 85-101.
    • (2003) Geotext. Geomembr. , vol.21 , Issue.2 , pp. 85-101
    • Bouazza, A.1    Vangpaisal, T.2
  • 5
    • 0343220098 scopus 로고    scopus 로고
    • "Influence of initial hydration conditions on GCLs leachate permeability"
    • Testing and Acceptance Criteria for Geosynthetic Clay Liners. Philadelphia
    • Didier, G., and Comeaga, L. (1997). "Influence of initial hydration conditions on GCLs leachate permeability." Testing and acceptance criteria for geosynthetic clay liners. ASTM STP 1308, Philadelphia, 181-195.
    • (1997) ASTM STP 1308 , pp. 181-195
    • Didier, G.1    Comeaga, L.2
  • 6
    • 0000415076 scopus 로고
    • "In-situ soda ash treatment for contaminated geosynthetic clay liners"
    • IFAI
    • Dobras, T. N., and Elzea, J. M. (1993). "In-situ soda ash treatment for contaminated geosynthetic clay liners." Proc., Geosynthetics 93 Conf., IFAI, 1145-1159.
    • (1993) Proc., Geosynthetics 93 Conf. , pp. 1145-1159
    • Dobras, T.N.1    Elzea, J.M.2
  • 7
    • 0007637221 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"
    • Geosynthetic Institute
    • Egloffstein, T. A. (2000). "Natural bentonites-influence of the ion exchange and partial desiccation on permeability and self-healing capacity of bentonites used in GCLs." Proc., 14th GRI Conf.: Hot Topics in Geosynthetics, Vol. I, Geosynthetic Institute, 164-188.
    • (2000) Proc., 14th GRI Conf.: Hot Topics in Geosynthetics , vol.1 , pp. 164-188
    • Egloffstein, T.A.1
  • 8
    • 19844378757 scopus 로고    scopus 로고
    • "The influence of ion-exchange on the permeability of geosynthetic clay (GCLs) in landfill capping systems"
    • Cagliari, Italy
    • Egloffstein, T. A. (2001). "The influence of ion-exchange on the permeability of geosynthetic clay (GCLs) in landfill capping systems." Proc., 8th Int. Waste Management and Landfill Symp., Cagliari, Italy, 207-218.
    • (2001) Proc., 8th Int. Waste Management and Landfill Symp. , pp. 207-218
    • Egloffstein, T.A.1
  • 9
    • 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. Eng., 123(5), 438-445.
    • (1997) J. Geotech. Geoenviron. Eng. , vol.123 , Issue.5 , pp. 438-445
    • Gleason, M.H.1    Daniel, D.E.2    Eykholt, G.R.3
  • 10
    • 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. Eng., 123(10), 897-901.
    • (1997) J. Geotech. Geoenviron. Eng. , vol.123 , Issue.10 , pp. 897-901
    • James, A.N.1    Fullerton, D.2    Drake, R.3
  • 11
    • 10344236332 scopus 로고    scopus 로고
    • "Hydraulic conductivity and cation exchange in nonprehydrated and prehydrated bentonite permeated with weak inorganic salt solutions"
    • Jo, H. Y., Benson, C. H., and Edil, T. B. (2004). "Hydraulic conductivity and cation exchange in nonprehydrated and prehydrated bentonite permeated with weak inorganic salt solutions." Clays Clay Miner., 52(6), 661-679.
    • (2004) Clays Clay Miner. , vol.52 , Issue.6 , pp. 661-679
    • Jo, H.Y.1    Benson, C.H.2    Edil, T.B.3
  • 12
    • 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. Eng., 127(7), 557-567.
    • (2001) J. Geotech. Geoenviron. Eng. , vol.127 , Issue.7 , pp. 557-567
    • Jo, H.Y.1    Katsumi, T.2    Benson, C.H.3    Edil, T.B.4
  • 13
    • 4043050774 scopus 로고    scopus 로고
    • "Laboratory tests on the effect of static load to the dessication of GBR-C"
    • Munich, Germany
    • Koditz, J., Witt, K. J., and Maubeuge, K. P. (2004). "Laboratory tests on the effect of static load to the dessication of GBR-C." Proc., 3rd European Conf. on Geosynthetics, Vol. 2, Munich, Germany, 711-716.
    • (2004) Proc., 3rd European Conf. on Geosynthetics , vol.2 , pp. 711-716
    • Koditz, J.1    Witt, K.J.2    Maubeuge, K.P.3
  • 14
    • 10344246618 scopus 로고    scopus 로고
    • "Hydraulic conductivity and swell of nonprehydrated GCLs permeated with multispecies inorganic solutions"
    • Kolstad, D., Benson, C. H., and Edil, T. (2004). "Hydraulic conductivity and swell of nonprehydrated GCLs permeated with multispecies inorganic solutions." J. Geotech. Geoenviron. Eng., 130(12), 1236-1249.
    • (2004) J. Geotech. Geoenviron. Eng. , vol.130 , Issue.12 , pp. 1236-1249
    • Kolstad, D.1    Benson, C.H.2    Edil, T.3
  • 15
    • 0033506909 scopus 로고    scopus 로고
    • "Effect of wet-dry cycling on swelling and hydraulic conductivity of GCLs"
    • Lin, L.-C., and Benson, C. H. (2000). "Effect of wet-dry cycling on swelling and hydraulic conductivity of GCLs." J. Geotech. Geoenviron. Eng., 126(1), 40-49.
    • (2000) J. Geotech. Geoenviron. Eng. , vol.126 , Issue.1 , pp. 40-49
    • Lin, L.-C.1    Benson, C.H.2
  • 16
    • 0002572198 scopus 로고    scopus 로고
    • "In-situ studies on the performance of landfill caps"
    • St. Petersburg, Fla
    • Melchior, S. (1997). "In-situ studies on the performance of landfill caps." Proc., 1st Int. Conf. on Containment Technology, St. Petersburg, Fla., 365-373.
    • (1997) Proc., 1st Int. Conf. on Containment Technology , pp. 365-373
    • Melchior, S.1
  • 17
    • 0031208318 scopus 로고    scopus 로고
    • "Selected factors influencing GCL hydraulic conductivity"
    • Petrov, R. J., Rowe, R. K., and Quigley, R. M. (1997). "Selected factors influencing GCL hydraulic conductivity." J. Geotech. Geoenviron. Eng., 123(8), 683-695.
    • (1997) J. Geotech. Geoenviron. Eng. , vol.123 , Issue.8 , pp. 683-695
    • Petrov, R.J.1    Rowe, R.K.2    Quigley, R.M.3
  • 18
    • 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. Eng., 123(4), 369-381.
    • (1997) J. Geotech. Geoenviron. Eng. , vol.123 , Issue.4 , pp. 369-381
    • Ruhl, J.L.1    Daniel, D.E.2
  • 19
    • 0033994028 scopus 로고    scopus 로고
    • "Evaluating 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). "Evaluating the Hydraulic Conductivity of GCLs Permeated with Non-Standard Liquids." Geotext. Geomembr., 18(2-4), 133-161.
    • (2000) Geotext. Geomembr. , 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
  • 20
    • 0002035655 scopus 로고
    • "Results of laboratory tests on a geotextile/bentonite liner material"
    • IFAI
    • Shan, H. Y., and Daniel, D. E. (1991). "Results of laboratory tests on a geotextile/bentonite liner material." Proc., Geosynthetics 91 Conf., Vol. 2, IFAI, 517-535.
    • (1991) Proc., Geosynthetics 91 Conf. , vol.2 , pp. 517-535
    • Shan, H.Y.1    Daniel, D.E.2
  • 21
    • 33746139405 scopus 로고    scopus 로고
    • "Gas permeability of geosynthetic clay liners under various conditions"
    • Ph.D. thesis, Monash Univ., Melbourne, Australia
    • Vangpaisal, T. (2002). "Gas permeability of geosynthetic clay liners under various conditions." Ph.D. thesis, Monash Univ., Melbourne, Australia.
    • (2002)
    • Vangpaisal, T.1
  • 22
    • 0942291399 scopus 로고    scopus 로고
    • "Gas permeability of partially hydrated geosynthetic clay liners"
    • Vangpaisal, T., and Bouazza, A. (2004). "Gas permeability of partially hydrated geosynthetic clay liners." J. Geotech. Geoenviron. Eng., 130(1), 93-102.
    • (2004) J. Geotech. Geoenviron. Eng. , vol.130 , Issue.1 , pp. 93-102
    • Vangpaisal, T.1    Bouazza, A.2
  • 23
    • 33746139404 scopus 로고    scopus 로고
    • "Gas permeability of a needle punched geosynthetic clay liner subjected to wetting and drying"
    • Nice, France
    • Vangpaisal, T., Bouazza, A., and Kodikara, J. (2002). "Gas permeability of a needle punched geosynthetic clay liner subjected to wetting and drying." Proc., 7th Int. Conf. on Geosynthetics, Vol. 2, Nice, France, 841-844.
    • (2002) Proc., 7th Int. Conf. on Geosynthetics , vol.2 , pp. 841-844
    • Vangpaisal, T.1    Bouazza, A.2    Kodikara, J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.