메뉴 건너뛰기




Volumn 139, Issue 4, 2013, Pages 526-538

Hydration and cation exchange during subgrade hydration and effect on hydraulic conductivity of geosynthetic clay liners

Author keywords

Barrier; Bentonite; Cation exchange; Composite liner; Geosynthetic clay liner; Hydraulic conductivity; Landfill; Subgrade hydration; Water content

Indexed keywords

BARRIER; CATION EXCHANGES; COMPOSITE BARRIERS; COMPOSITE LINER; CONFINING STRESS; GEOSYNTHETIC CLAY LINERS; HYDRAULIC BARRIER; WET-DRY CYCLING;

EID: 84879570524     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000793     Document Type: Article
Times cited : (87)

References (37)
  • 1
    • 84879562064 scopus 로고    scopus 로고
    • ASTM. Annual book of ASTM standards, Vols. 04.08, 04.09, and 11.01, West Conshohocken, PA.
    • ASTM. (2008). Annual book of ASTM standards, Vols. 04.08, 04.09, and 11.01, West Conshohocken, PA.
    • (2008)
  • 2
    • 77957360307 scopus 로고    scopus 로고
    • "Properties of geosynthetics exhumed from the final cover at a solid waste landfill."
    • Benson, C. H., Kucukkirca, I. E., and Scalia, J. (2010). "Properties of geosynthetics exhumed from the final cover at a solid waste landfill." Geotext. Geomembr., 28(6), 536-546.
    • (2010) Geotext. Geomembr. , vol.28 , Issue.6 , pp. 536-546
    • Benson, C.H.1    Kucukkirca, I.E.2    Scalia, J.3
  • 3
    • 60649094109 scopus 로고    scopus 로고
    • "Relative abundance of monovalent and divalent cations and the impact of desiccation on geosynthetic clay liners."
    • Benson, C. H., and Meer, S. R. (2009). "Relative abundance of monovalent and divalent cations and the impact of desiccation on geosynthetic clay liners." J. Geotech. Geoenviron. Eng., 135(3), 349-358.
    • (2009) J. Geotech. Geoenviron. Eng. , vol.135 , Issue.3 , pp. 349-358
    • Benson, C.H.1    Meer, S.R.2
  • 4
    • 34347333490 scopus 로고    scopus 로고
    • "Hydraulic performance of geosynthetic clay liners in a landfill final cover."
    • Benson, C. H., Thorstad, P. A., Jo, H. Y., and Rock, S. A. (2007). "Hydraulic performance of geosynthetic clay liners in a landfill final cover." J. Geotech. Geoenviron. Eng., 133(7), 814-827.
    • (2007) J. Geotech. Geoenviron. Eng. , vol.133 , Issue.7 , pp. 814-827
    • Benson, C.H.1    Thorstad, P.A.2    Jo, H.Y.3    Rock, S.A.4
  • 5
    • 84896304462 scopus 로고    scopus 로고
    • "Effect of cation exchange during subgrade hydration and municipal solid waste leachate permeation on the hydraulic conductivity of geosynthetic clay liners."
    • Geological Engineering Rep. No. 11-09, Univ. of Wisconsin, Madison, WI.
    • Bradshaw, S. L., and Benson, C. H. (2011). "Effect of cation exchange during subgrade hydration and municipal solid waste leachate permeation on the hydraulic conductivity of geosynthetic clay liners." Geological Engineering Rep. No. 11-09, Univ. of Wisconsin, Madison, WI.
    • (2011)
    • Bradshaw, S.L.1    Benson, C.H.2
  • 6
    • 5544229891 scopus 로고    scopus 로고
    • "Laboratory hydraulic conductivity testing of GCLs in flexible-wall permeameters."
    • STP 1308, L. W. Well, ed., ASTM, West Conshohocken, PA
    • Daniel, D. E., Bowders, 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, STP 1308, L. W. Well, ed., ASTM, West Conshohocken, PA, 208-226
    • (1997) Testing and acceptance criteria for geosynthetic clay liners , pp. 208-226
    • Daniel, D.E.1    Bowders, J.J.2    Gilbert, R.B.3
  • 7
    • 85179891431 scopus 로고
    • "Quantitative gasometric determination of calcite and dolomite by using Chittick apparatus."
    • Dreimanis, A. (1962). "Quantitative gasometric determination of calcite and dolomite by using Chittick apparatus." J. Sediment. Res., 32(3), 520-529.
    • (1962) J. Sediment. Res. , vol.32 , Issue.3 , pp. 520-529
    • Dreimanis, A.1
  • 8
    • 4043090536 scopus 로고    scopus 로고
    • "Bentonite as sealing material in geosynthetic clay liners-Influence of electrolytic concentration, the ion exchange and ion exchange with simultaneous partial desiccation on permeability."
    • Proc., Int. Geosynthetic Clay Barriers Symp., H. Zanzinger, R. M. Koerner, and E. Gartung, eds., Swets and Zeitlinger, Lisse, Netherlands
    • Egloffstein, T. A. (2002). "Bentonite as sealing material in geosynthetic clay liners-Influence of electrolytic concentration, the ion exchange and ion exchange with simultaneous partial desiccation on permeability." Proc., Int. Geosynthetic Clay Barriers Symp., H. Zanzinger, R. M. Koerner, and E. Gartung, eds., Swets and Zeitlinger, Lisse, Netherlands, 141-153.
    • (2002) , pp. 141-153
    • Egloffstein, T.A.1
  • 9
    • 19844376827 scopus 로고
    • "Geosynthetic clay liners interaction with leachate: Correlation between permeability, microstructure, and surface chemistry."
    • Clay mineralogy, 2nd Ed., McGraw Hall, New York. Guyonnet, D., et al.
    • Grim, R. E. (1968). Clay mineralogy, 2nd Ed., McGraw Hall, New York. Guyonnet, D., et al. (2005). "Geosynthetic clay liners interaction with leachate: Correlation between permeability, microstructure, and surface chemistry." J. Geotech. Geoenviron. Eng., 131(6), 740-749.
    • (1968) J. Geotech. Geoenviron. Eng. , vol.131 , Issue.6 , pp. 740-749
    • Grim, R.E.1
  • 10
    • 84879571961 scopus 로고    scopus 로고
    • Hach Company. Method 10031, salicylate method, test 'N tube(TM) vials, HR, 0 to 50.0 mg/L NH3-N. (Oct. 12, 2006).
    • Hach Company. (2003). Method 10031, salicylate method, test 'N tube(TM) vials, HR, 0 to 50.0 mg/L NH3-N. (Oct. 12, 2006).
    • (2003)
  • 11
    • 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. Eng., 123(10), 897-901.
    • (1997) J. Geotech. Eng. , vol.123 , Issue.10 , pp. 897-901
    • James, A.N.1    Fullerton, D.2    Drake, R.3
  • 12
    • 10344236332 scopus 로고    scopus 로고
    • "Hydraulic conductivity and cation exchange in non-prehydrated 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 non-prehydrated 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
  • 13
    • 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
  • 14
    • 10344246618 scopus 로고    scopus 로고
    • "Hydraulic conductivity and swell of nonprehydrated GCLs permeated with multispecies inorganic solutions."
    • Kolstad, D. C., Benson, C. H., and Edil, T. B. (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.C.1    Benson, C.H.2    Edil, T.B.3
  • 15
    • 27744560562 scopus 로고    scopus 로고
    • "Correlating index properties and hydraulic conductivity of geosynthetic clay liners."
    • Lee, J.M., Shackelford,C.D., Benson,C.H., Jo,H.Y., and Edil, T. B. (2005). "Correlating index properties and hydraulic conductivity of geosynthetic clay liners." J. Geotech. Geoenviron. Eng., 131(11), 1319-1329.
    • (2005) J. Geotech. Geoenviron. Eng. , vol.131 , Issue.11 , pp. 1319-1329
    • Lee, J.M.1    Shackelford, C.D.2    Benson, C.H.3    Jo, H.Y.4    Edil, T.B.5
  • 16
    • 77956549602 scopus 로고    scopus 로고
    • "Porosity evolution of free and confined bentonites during interlayer hydration."
    • Likos, W. J., and Wayllace, A. (2010). "Porosity evolution of free and confined bentonites during interlayer hydration." Clays Clay Miner., 58(3), 399-414.
    • (2010) Clays Clay Miner. , vol.58 , Issue.3 , pp. 399-414
    • Likos, W.J.1    Wayllace, A.2
  • 17
    • 0033506909 scopus 로고    scopus 로고
    • "Effect of wet-dry cycling on swelling and hydraulic conductivity of geosynthetic clay liners."
    • Lin, L.-C., and Benson, C. H. (2000). "Effect of wet-dry cycling on swelling and hydraulic conductivity of geosynthetic clay liners." 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
  • 18
    • 34247200499 scopus 로고    scopus 로고
    • "Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers."
    • Meer, S. R., and Benson, C. H. (2007). "Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers." J. Geotech. Geoenviron. Eng., 133(5), 550-563.
    • (2007) J. Geotech. Geoenviron. Eng. , vol.133 , Issue.5 , pp. 550-563
    • Meer, S.R.1    Benson, C.H.2
  • 19
    • 85127663743 scopus 로고    scopus 로고
    • "Field studies and excavations of geosynthetic clay barriers in landfill covers."
    • Proc., Int. Geosynthetic Clay Barriers Symp., H. Zanzinger, R. M. Koerner, and E. Gartung, eds., Swets and Zeitlinger, Lisse, Netherlands
    • Melchior, S. (2002). "Field studies and excavations of geosynthetic clay barriers in landfill covers." Proc., Int. Geosynthetic Clay Barriers Symp., H. Zanzinger, R. M. Koerner, and E. Gartung, eds., Swets and Zeitlinger, Lisse, Netherlands, 321-330.
    • (2002) , pp. 321-330
    • Melchior, S.1
  • 20
    • 0001473666 scopus 로고
    • "Mechanisms controlling the permeability of clays."
    • Mesri, G., and Olson, R. E. (1971). "Mechanisms controlling the permeability of clays." Clays Clay Miner., 19, 151-158. Mitchell, J. K., and Soga, K. (2005). Fundamentals of soil behavior, 3rd Ed., Wiley, New York.
    • (1971) Clays Clay Miner. , vol.19 , pp. 151-158
    • Mesri, G.1    Olson, R.E.2
  • 21
    • 0003950945 scopus 로고    scopus 로고
    • Fundamentals of soil behavior
    • 3rd Ed., Wiley, New York.
    • Mitchell, J. K., and Soga, K. (2005). Fundamentals of soil behavior, 3rd Ed., Wiley, New York.
    • (2005)
    • Mitchell, J.K.1    Soga, K.2
  • 22
    • 0003648832 scopus 로고
    • "The swelling of montmorillonites."
    • Oxford University Press, New York. Norrish, K. (1954). Discuss. Faraday Soc.
    • Moore, D. M., and Reynolds, R. C. Jr. (1989). X-ray diffraction and the identification of clay minerals, Oxford University Press, New York. Norrish, K. (1954). "The swelling of montmorillonites." Discuss. Faraday Soc., 18, 120-134.
    • (1989) X-ray diffraction and the identification of clay minerals , vol.18 , pp. 120-134
    • Moore, D.M.1    Reynolds, R.C.Jr.2
  • 23
    • 36949073344 scopus 로고
    • "Crystalline swelling of montmorillonite: Use of electrolytes to control swelling."
    • Norrish, K., and Quirk, J. P. (1954). "Crystalline swelling of montmorillonite: Use of electrolytes to control swelling." Nature, 173(), 255- 257.
    • (1954) Nature , vol.173
    • Norrish, K.1    Quirk, J.P.2
  • 24
    • 0031208318 scopus 로고    scopus 로고
    • "Selected factors influencingGCLhydraulic conductivity."
    • Petrov, R. J., Rowe, R. K., and Quigley, R. M. (1997). "Selected factors influencingGCLhydraulic 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
  • 25
    • 84879579756 scopus 로고    scopus 로고
    • "Effect of leachate from bioreactor and recirculation landfills on the hydraulic conductivity of geosynthetic clay liners."
    • M.S. thesis, Univ. of Wisconsin, Madison, WI.
    • Rauen, T. (2007). "Effect of leachate from bioreactor and recirculation landfills on the hydraulic conductivity of geosynthetic clay liners." M.S. thesis, Univ. of Wisconsin, Madison, WI.
    • (2007)
    • Rauen, T.1
  • 26
    • 79954794759 scopus 로고    scopus 로고
    • "Hydraulic conductivity of a geosynthetic clay liner permeated with leachate from a landfill with leachate recirculation."
    • Proc. of the 1st Pan-American Geosynthetics Conf. and Exhibition, GeoAmericas, Industrial Fabrics Association International, St. Paul. MN.
    • Rauen, T., and Benson, C. H. (2008). "Hydraulic conductivity of a geosynthetic clay liner permeated with leachate from a landfill with leachate recirculation." Proc. of the 1st Pan-American Geosynthetics Conf. and Exhibition, GeoAmericas, Industrial Fabrics Association International, St. Paul. MN. 76-83.
    • (2008) , pp. 76-83
    • Rauen, T.1    Benson, C.H.2
  • 28
    • 84859880845 scopus 로고    scopus 로고
    • "Effect of a calcium-rich soil on the performance of an overlying GCL."
    • Rowe, R. K., and Abdelatty, K. (2011). "Effect of a calcium-rich soil on the performance of an overlying GCL." J. Geotech. Geoenviron. Eng., 138(4), 423-431.
    • (2011) J. Geotech. Geoenviron. Eng. , vol.138 , Issue.4 , pp. 423-431
    • Rowe, R.K.1    Abdelatty, K.2
  • 30
    • 77958102399 scopus 로고    scopus 로고
    • "Preferential flow in geosynthetic clay liners exhumed from final covers with composite barriers."
    • Scalia, J., and Benson, C. H. (2010). "Preferential flow in geosynthetic clay liners exhumed from final covers with composite barriers." Can. Geotech. J., 47(10), 1101-1111.
    • (2010) Can. Geotech. J. , vol.47 , Issue.10 , pp. 1101-1111
    • Scalia, J.1    Benson, C.H.2
  • 31
    • 77958088151 scopus 로고    scopus 로고
    • "Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers with composite barriers."
    • Scalia, J., and Benson, C. H. (2011). "Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers with composite barriers." J. Geotech. Geoenviron. Eng., 137(1), 1-13.
    • (2011) J. Geotech. Geoenviron. Eng. , vol.137 , Issue.1 , pp. 1-13
    • Scalia, J.1    Benson, C.H.2
  • 32
    • 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
  • 33
    • 0004231428 scopus 로고
    • The thermodynamics of soil solutions
    • Oxford University Press, New York.
    • Sposito, G. (1981). The thermodynamics of soil solutions, Oxford University Press, New York.
    • (1981)
    • Sposito, G.1
  • 34
    • 17044425622 scopus 로고    scopus 로고
    • "Hydraulic conductivity of partially prehydratedGCLs under high effective confining stress for three real leachates."
    • GSP 142 waste containment and remediation, ASCE, Reston, VA.
    • Thiel, R., and Criley, K. (2005). "Hydraulic conductivity of partially prehydratedGCLs under high effective confining stress for three real leachates." GSP 142 waste containment and remediation, ASCE, Reston, VA.
    • (2005)
    • Thiel, R.1    Criley, K.2
  • 36
    • 84879576319 scopus 로고    scopus 로고
    • "Hydration of GCLs adjacent to soil layers."
    • U.S. Environmental Protection Agency (USEPA)Rep. 600/R-96 /149 USEPA, Washington, DC.
    • U.S. Environmental Protection Agency (USEPA). (1996a). "Hydration of GCLs adjacent to soil layers." Rep. 600/R-96 /149, USEPA, Washington, DC.
    • (1996)
  • 37
    • 0003464877 scopus 로고    scopus 로고
    • "Test methods for evaluating solid waste: Physical/chemical methods, method 6010B."
    • U.S. Environmental Protection Agency (USEPAb). Rep. EPASW-846, USEPA, Washington, DC.
    • U.S. Environmental Protection Agency (USEPAb). (1996). "Test methods for evaluating solid waste: Physical/chemical methods, method 6010B." Rep. EPASW-846, USEPA, Washington, DC.
    • (1996) U.S. Environmental Protection Agency (USEPAb).


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.