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Volumn 29, Issue 6, 2011, Pages 534-543

Laboratory investigation of thermally induced desiccation of GCLs in double composite liner systems

Author keywords

Desiccation; Double composite liner system; Geosynthetic clay liner; Laboratory tests; Thermal gradient

Indexed keywords

COMPOSITE LINER SYSTEM; DESICCATION; GEOSYNTHETIC CLAY LINERS; LABORATORY INVESTIGATIONS; LABORATORY TESTS; LAYER THICKNESS; PER UNIT; PERMEABILITY TEST; SELF-HEALING; SUBSOIL WATER; SURFACE TEMPERATURES; TEMPERATURE GRADIENT; TEMPERATURE INCREASE; THERMALLY DRIVEN; THERMALLY INDUCED DESICCATION; TIME LAG;

EID: 82555172410     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2011.07.001     Document Type: Article
Times cited : (61)

References (45)
  • 2
    • 77957360307 scopus 로고    scopus 로고
    • Properties of geosynthetics exhumed from a final cover at a solid waste landfill
    • Benson C.H., Kucukkirca I.E., Scalia J. Properties of geosynthetics exhumed from a final cover at a solid waste landfill. Geotextiles and Geomembranes 2010, 28:536-546.
    • (2010) Geotextiles and Geomembranes , vol.28 , pp. 536-546
    • Benson, C.H.1    Kucukkirca, I.E.2    Scalia, J.3
  • 4
    • 0030390809 scopus 로고    scopus 로고
    • Hydraulic conductivity of desiccated geosynthetic clay liners
    • Broadman T., Daniel D.E. Hydraulic conductivity of desiccated geosynthetic clay liners. Journal of Geotechnical Engineering 1996, 122:204-208.
    • (1996) Journal of Geotechnical Engineering , vol.122 , pp. 204-208
    • Broadman, T.1    Daniel, D.E.2
  • 6
    • 0010238265 scopus 로고
    • Impact of the temperature inside the landfill on the behaviour of barrier systems
    • Cagliari, Italy
    • Collins H.J. Impact of the temperature inside the landfill on the behaviour of barrier systems. Proc. 4th International Landfill Symposium, S. Margherita di Pula 1993, 417-432. Cagliari, Italy.
    • (1993) Proc. 4th International Landfill Symposium, S. Margherita di Pula , pp. 417-432
    • Collins, H.J.1
  • 7
    • 0000415074 scopus 로고
    • Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner
    • Daniel D.E., Shan H.-Y., Anderson J.D. Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner. Geosynthetics '93: Vancouver, B.C 1993, 1482-1496.
    • (1993) Geosynthetics '93: Vancouver, B.C , pp. 1482-1496
    • Daniel, D.E.1    Shan, H.-Y.2    Anderson, J.D.3
  • 8
    • 77953523120 scopus 로고    scopus 로고
    • Permeability and internal erosion of a GCL beneath coarse gravel
    • Dickinson S., Brachman R.W.I. Permeability and internal erosion of a GCL beneath coarse gravel. Geosynthetics International 2010, 17:112-123.
    • (2010) Geosynthetics International , vol.17 , pp. 112-123
    • Dickinson, S.1    Brachman, R.W.I.2
  • 9
    • 17044364145 scopus 로고    scopus 로고
    • Measuring the in-situ moisture content of geosynthetic clay liners (GCLs) using time domain reflectometry (TDR)
    • Atlanta
    • Eberle M.A., von Maubeuge K. Measuring the in-situ moisture content of geosynthetic clay liners (GCLs) using time domain reflectometry (TDR). 6th Int. Conf. on Geosynthetics 1997, 205-210. Atlanta.
    • (1997) 6th Int. Conf. on Geosynthetics , pp. 205-210
    • Eberle, M.A.1    von Maubeuge, K.2
  • 10
    • 0001946035 scopus 로고
    • Thermodynamics of soil moisture
    • Edlefson N.E., Anderson A.B.C. Thermodynamics of soil moisture. Hilgardia 1943, 15:31-298.
    • (1943) Hilgardia , vol.15 , pp. 31-298
    • Edlefson, N.E.1    Anderson, A.B.C.2
  • 12
    • 69949155669 scopus 로고    scopus 로고
    • Field observation of GCL shrinkage at a site in Melbourne Australia
    • Gassner F. Field observation of GCL shrinkage at a site in Melbourne Australia. Geotextiles and Geomembranes 2009, 27:406-408.
    • (2009) Geotextiles and Geomembranes , vol.27 , pp. 406-408
    • Gassner, F.1
  • 13
    • 77649186275 scopus 로고    scopus 로고
    • Bentonite transformations in strongly alkaline solutions
    • Gates W.P., Bouazza A. Bentonite transformations in strongly alkaline solutions. Geotextiles and Geomembranes 2010, 28:219-225.
    • (2010) Geotextiles and Geomembranes , vol.28 , pp. 219-225
    • Gates, W.P.1    Bouazza, A.2
  • 18
    • 77649340323 scopus 로고    scopus 로고
    • The potential role of geosynthetic clay liners in mine water treatment systems
    • Lange K., Rowe R.K., Jamieson H. The potential role of geosynthetic clay liners in mine water treatment systems. Geotextiles and Geomembranes 2010, 28:199-205.
    • (2010) Geotextiles and Geomembranes , vol.28 , pp. 199-205
    • Lange, K.1    Rowe, R.K.2    Jamieson, H.3
  • 19
    • 0035112255 scopus 로고    scopus 로고
    • The role of aerobic activity on refuse temperature rise: II. Experimental and numerical modeling
    • Lanini S., Houi D., Aguilar O., Lefebvre X. The role of aerobic activity on refuse temperature rise: II. Experimental and numerical modeling. Waste Management and Research 2001, 19:444-452.
    • (2001) Waste Management and Research , vol.19 , pp. 444-452
    • Lanini, S.1    Houi, D.2    Aguilar, O.3    Lefebvre, X.4
  • 20
    • 0033506909 scopus 로고    scopus 로고
    • Effect of wet-dry cycling on swelling and hydraulic conductivity of geosynthetic clay liners
    • Lin L., Benson C. Effect of wet-dry cycling on swelling and hydraulic conductivity of geosynthetic clay liners. Journal of Geotechnical and Geoenvironmental Engineering 2000, 126:40-49.
    • (2000) Journal of Geotechnical and Geoenvironmental Engineering , vol.126 , pp. 40-49
    • Lin, L.1    Benson, C.2
  • 23
    • 0031393249 scopus 로고    scopus 로고
    • Geosynthetic clay liner (GCL) - chemical compatibility by hydraulic conductivity testing and factors impacting its performance
    • Petrov R.J., Rowe R.K. Geosynthetic clay liner (GCL) - chemical compatibility by hydraulic conductivity testing and factors impacting its performance. Canadian Geotechnical Journal 1997, 34:863-885.
    • (1997) Canadian Geotechnical Journal , vol.34 , pp. 863-885
    • Petrov, R.J.1    Rowe, R.K.2
  • 26
    • 67650895856 scopus 로고    scopus 로고
    • Diffusion modelling of OIT depletion from HDPE geomembrane in landfill applications
    • Rimal S., Rowe R.K. Diffusion modelling of OIT depletion from HDPE geomembrane in landfill applications. Geosynthetics International 2009, 16:183-196.
    • (2009) Geosynthetics International , vol.16 , pp. 183-196
    • Rimal, S.1    Rowe, R.K.2
  • 28
    • 0001928028 scopus 로고    scopus 로고
    • Geosynthetics and the minimization of contaminant migration through barrier systems beneath solid waste, keynote paper
    • Atlanta, Georgia, U.S.A
    • Rowe R.K. Geosynthetics and the minimization of contaminant migration through barrier systems beneath solid waste, keynote paper. Proceedings of the 6th International Conference on Geosynthetics 1998, vol. 1:27-103. Atlanta, Georgia, U.S.A.
    • (1998) Proceedings of the 6th International Conference on Geosynthetics , vol.1 , pp. 27-103
    • Rowe, R.K.1
  • 29
    • 32144443341 scopus 로고    scopus 로고
    • Long-term performance of contaminant barrier systems
    • 45th Rankine Lecture
    • Rowe R.K. Long-term performance of contaminant barrier systems. Geotechnique 2005, 55:631-678. 45th Rankine Lecture.
    • (2005) Geotechnique , vol.55 , pp. 631-678
    • Rowe, R.K.1
  • 30
    • 82555166905 scopus 로고    scopus 로고
    • System engineering the design an operation of MSW landfills to minimize contamination of ground water
    • 3th Zeng Gou-Xi Lecture
    • Rowe R.K. System engineering the design an operation of MSW landfills to minimize contamination of ground water. International Symposium on Geotechnical Engineering: Hangzhou, China 2010, 3-18. 3th Zeng Gou-Xi Lecture.
    • (2010) International Symposium on Geotechnical Engineering: Hangzhou, China , pp. 3-18
    • Rowe, R.K.1
  • 32
    • 67651003285 scopus 로고    scopus 로고
    • Predicted temperatures and service lives of secondary geomembrane landfill liners
    • Rowe R.K., Hoor A. Predicted temperatures and service lives of secondary geomembrane landfill liners. Geosynthetics International 2009, 16(2):71-82.
    • (2009) Geosynthetics International , vol.16 , Issue.2 , pp. 71-82
    • Rowe, R.K.1    Hoor, A.2
  • 33
    • 31744438923 scopus 로고    scopus 로고
    • Permeating partially hydrated GCLs with jet fuel at temperatures from -20 °C and 20 °C
    • Rowe R.K., Hurst P., Mukunoki T. Permeating partially hydrated GCLs with jet fuel at temperatures from -20 °C and 20 °C. Geosynthetics International 2005, 12:333-343.
    • (2005) Geosynthetics International , vol.12 , pp. 333-343
    • Rowe, R.K.1    Hurst, P.2    Mukunoki, T.3
  • 34
    • 68049085590 scopus 로고    scopus 로고
    • Impact of landfill liner time-temperature history on the service life of HDPE geomembranes
    • Rowe R.K., Islam M.Z. Impact of landfill liner time-temperature history on the service life of HDPE geomembranes. Waste Management 2009, 29:2689-2699.
    • (2009) Waste Management , vol.29 , pp. 2689-2699
    • Rowe, R.K.1    Islam, M.Z.2
  • 37
    • 77958088151 scopus 로고    scopus 로고
    • Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers with composite barriers
    • Scalia J., Benson C.H. Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers with composite barriers. Journal of Geotechnical and Geoenvironmental Engineering 2011, 137:1-13.
    • (2011) Journal of Geotechnical and Geoenvironmental Engineering , vol.137 , pp. 1-13
    • Scalia, J.1    Benson, C.H.2
  • 39
    • 77649181031 scopus 로고    scopus 로고
    • Hydraulic conductivity of geosynthetic clay liners to tailings impoundment solutions
    • Shackelford C.D., Sevick G.W., Eykholt G.R. Hydraulic conductivity of geosynthetic clay liners to tailings impoundment solutions. Geotextiles and Geomembranes 2010, 28:149-162.
    • (2010) Geotextiles and Geomembranes , vol.28 , pp. 149-162
    • Shackelford, C.D.1    Sevick, G.W.2    Eykholt, G.R.3
  • 41
    • 22744434720 scopus 로고    scopus 로고
    • Laboratory investigation of geosynthetic clay liner desiccation in a composite liner subjected to thermal gradients
    • Southen J.M., Rowe R.K. Laboratory investigation of geosynthetic clay liner desiccation in a composite liner subjected to thermal gradients. Journal of Geotechnical and Geoenvironmental Engineering 2005, 131:925-935.
    • (2005) Journal of Geotechnical and Geoenvironmental Engineering , vol.131 , pp. 925-935
    • Southen, J.M.1    Rowe, R.K.2
  • 42
    • 33846539147 scopus 로고    scopus 로고
    • Evaluation of the water retention curve for geosynthetic clay liners
    • Southen J.M., Rowe R.K. Evaluation of the water retention curve for geosynthetic clay liners. Geotextiles and Geomembranes 2007, 25:2-9.
    • (2007) Geotextiles and Geomembranes , vol.25 , pp. 2-9
    • Southen, J.M.1    Rowe, R.K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.