메뉴 건너뛰기




Volumn 17, Issue 5, 2010, Pages 313-322

A novel laboratory technique to determine the water retention curve of geosynthetic clay liners

Author keywords

Geosynthetic clay liner; Geosynthetics; Geotextiles; Triaxial cell; Unsaturated geomaterials; Water retention curve

Indexed keywords

ABILITY TESTING; GEOSYNTHETIC MATERIALS; GEOTEXTILES; MOISTURE DETERMINATION; NEEDLES; SOIL TESTING; THERMOCOUPLES; WETTING;

EID: 77957376518     PISSN: 10726349     EISSN: 17517613     Source Type: Journal    
DOI: 10.1680/gein.2010.17.5.313     Document Type: Article
Times cited : (49)

References (51)
  • 1
    • 70350426374 scopus 로고    scopus 로고
    • Numerical characterization of advective gas flow through GM-GCL composite liners having a circular defect in the geomembrane
    • Abuel-Naga, H. M. & Bouazza, A. (2009). Numerical characterization of advective gas flow through GM-GCL composite liners having a circular defect in the geomembrane. Journal of Geotechnical and Geoenvironmental Engineering, 135, No. 11, 1661-1671.
    • (2009) Journal of Geotechnical and Geoenvironmental Engineering , vol.135 , Issue.11 , pp. 1661-1671
    • Abuel-Naga, H.M.1    Bouazza, A.2
  • 2
    • 77957364544 scopus 로고    scopus 로고
    • Effects of Temperature and Thermal Gradient On Thermocouple Psychrometer Measurements
    • Abuel-Naga, H. M. & Bouazza, A. (2010). Effects of temperature and thermal gradient on thermocouple psychrometer measurements. Géotechnique, in press.
    • (2010) Géotechnique
    • Abuel-Naga, H.M.1    Bouazza, A.2
  • 3
    • 33845524783 scopus 로고    scopus 로고
    • Comparison of four methods for measuring total suction
    • Agus, S. S. & Schanz, T. (2005). Comparison of four methods for measuring total suction. Vadose Zone Journal, 4, No. 4, 1087-1095.
    • (2005) Vadose Zone Journal , vol.4 , Issue.4 , pp. 1087-1095
    • Agus, S.S.1    Schanz, T.2
  • 5
    • 77957326422 scopus 로고    scopus 로고
    • ASTM D 5993. Standard Test Method for Measuring Mass Per Unit of Geosynthetic Clay Liners. ASTM International, West Consho-hocken, PA, USA
    • ASTM D 5993. Standard Test Method for Measuring Mass Per Unit of Geosynthetic Clay Liners. ASTM International, West Consho-hocken, PA, USA.
  • 6
    • 33947374859 scopus 로고    scopus 로고
    • Validation of the use of filter paper suction measurements for the determination of GCL water retention curves
    • Yokohama
    • Barroso, M., Touze-Foltz, N. & Saidi, F. K. (2006). Validation of the use of filter paper suction measurements for the determination of GCL water retention curves. Proceedings of the 8th International Conference on Geosynthetics, Yokohama, pp. 171-174.
    • (2006) Proceedings of the 8th International Conference On Geosynthetics , pp. 171-174
    • Barroso, M.1    Touze-Foltz, N.2    Saidi, F.K.3
  • 7
    • 60649094109 scopus 로고    scopus 로고
    • Relative abundance of monovalent and divalent cations and the impact of desiccation on GCLs
    • Benson, C. H. & Meer, S. R. (2009). Relative abundance of monovalent and divalent cations and the impact of desiccation on GCLs. Journal of Geotechnical and Geoenvironmental Engineering, 135, No. 3, 349-358.
    • (2009) Journal of Geotechnical and Geoenvironmental Engineering , vol.135 , Issue.3 , pp. 349-358
    • Benson, C.H.1    Meer, S.R.2
  • 8
    • 77957360307 scopus 로고    scopus 로고
    • Properties of geosynthetics exhumed from a final cover at a solid waste landfill
    • doi: 10.1016/j.Geotexmem.2010.03.001
    • Benson, C. H., Kucukkirca, I. E. & Scalia, J. (2010). Properties of geosynthetics exhumed from a final cover at a solid waste landfill. Geotextiles and Geomembranes, doi: 10.1016/j.Geotexmem.2010.03.001.
    • (2010) Geotextiles and Geomembranes
    • Benson, C.H.1    Kucukkirca, I.E.2    Scalia, J.3
  • 9
    • 0001638098 scopus 로고
    • The influence of end restraint on the compression strength of a cohesionless soil
    • Bishop, A. W. & Green, G. E. (1965). The influence of end restraint on the compression strength of a cohesionless soil. Géotechnique, 15, No. 3, 243-266.
    • (1965) Géotechnique , vol.15 , Issue.3 , pp. 243-266
    • Bishop, A.W.1    Green, G.E.2
  • 10
    • 77957350088 scopus 로고    scopus 로고
    • Vapour equilibrium and nonwoven polyester geotextiles
    • Blatz, J. A., Cui, Y. J. & Oldecop, L. (2008). Vapour equilibrium and nonwoven polyester geotextiles. Polymer Testing, 25, No. 8, 1038-1043.
    • (2008) Polymer Testing , vol.25 , Issue.8 , pp. 1038-1043
    • Blatz, J.A.1    Cui, Y.J.2    Oldecop, L.3
  • 11
    • 33947174259 scopus 로고    scopus 로고
    • Analysis of degree of ion exchange on Atterberg limits and swelling of geosynthetic clay liners
    • Bouazza, A., Jefferis, S. & Vangpaisal, T. (2007a). Analysis of degree of ion exchange on Atterberg limits and swelling of geosynthetic clay liners. Geotextiles and Geomembranes, 25, No. 3, 170-185.
    • (2007) Geotextiles and Geomembranes , vol.25 , Issue.3 , pp. 170-185
    • Bouazza, A.1    Jefferis, S.2    Vangpaisal, T.3
  • 12
    • 77649185356 scopus 로고    scopus 로고
    • Factors impacting liquid and gas flow through geosynthetics clay liners
    • In, G. Venkatappa Rao, Editor, Indian Chapter of International Geosynthetics Society and Central Board of Irrigation and Power, New Delhi, India
    • Bouazza, A., Gates, W. & Abuel-Naga, H. M. (2007b). Factors impacting liquid and gas flow through geosynthetics clay liners. In Geosynthetics - Recent Developments Commemorative Volume, Two Decades of Geosynthetics in India, G. Venkatappa Rao, Editor, Indian Chapter of International Geosynthetics Society and Central Board of Irrigation and Power, New Delhi, India, pp. 119-146.
    • (2007) Geosynthetics - Recent Developments Commemorative Volume, Two Decades of Geosynthetics In India , pp. 119-146
    • Bouazza, A.1    Gates, W.2    Abuel-Naga, H.M.3
  • 13
    • 39749118634 scopus 로고    scopus 로고
    • Analytical modelling of gas leakage rate through a geosynthetic clay liner-geomembrane composite liner due to a circular defect in the geomembrane
    • Bouazza, A., Vangpaisal, T, Abuel-Naga, H. M. & Kodikara, J. (2008). Analytical modelling of gas leakage rate through a geosynthetic clay liner-geomembrane composite liner due to a circular defect in the geomembrane. Geotextiles and Geomembranes, 26, No. 2, 109-204.
    • (2008) Geotextiles and Geomembranes , vol.26 , Issue.2 , pp. 109-204
    • Bouazza, A.1    Vangpaisal, T.2    Abuel-Naga, H.M.3    Kodikara, J.4
  • 16
    • 0000415074 scopus 로고
    • Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner
    • IFAI, St Paul, USA
    • Daniel, D. E., Shan, H-Y. & Anderson, J. D. (1993). Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner. Proceedings of Geosyntheitcs'93, IFAI, St Paul, USA, Vol. 3, pp. 1482-1496.
    • (1993) Proceedings of Geosyntheitcs'93 , vol.3 , pp. 1482-1496
    • Daniel, D.E.1    Shan, H.-Y.2    Anderson, J.D.3
  • 17
    • 0032172386 scopus 로고    scopus 로고
    • The relationship between suction and swelling properties in a heavily compacted unsaturated clay
    • Delage, P., Howat, M. & Cui, Y. J. (1998). The relationship between suction and swelling properties in a heavily compacted unsaturated clay. Engineering Geology, 50, No. 1-2, 31-48.
    • (1998) Engineering Geology , vol.50 , Issue.1-2 , pp. 31-48
    • Delage, P.1    Howat, M.2    Cui, Y.J.3
  • 18
    • 70449730130 scopus 로고    scopus 로고
    • Recent developments in the techniques of controlling and measuring suction in unsaturated soils
    • Durham, CRC Press
    • Delage, P., Romero, E. & Tarantino, A. (2008). Recent developments in the techniques of controlling and measuring suction in unsaturated soils. Proceedings 1st European Conference on Unsaturated Soils, Durham, CRC Press, pp. 33-52.
    • (2008) Proceedings 1st European Conference On Unsaturated Soils , pp. 33-52
    • Delage, P.1    Romero, E.2    Tarantino, A.3
  • 19
    • 77953523120 scopus 로고    scopus 로고
    • Permeability and internal erosion of GCL beneath coarse gravel
    • Dickinson, S. & Brachman, R. W. I. (2010). Permeability and internal erosion of GCL beneath coarse gravel. Geosynthetics International, 17, No. 3, 112-123.
    • (2010) Geosynthetics International , vol.17 , Issue.3 , pp. 112-123
    • Dickinson, S.1    Brachman, R.W.I.2
  • 22
    • 0025626563 scopus 로고
    • Changes in the properties of a montmorillonite-water system during the adsorption and desorption of water; hysteresis
    • Fu, M. H., Zhang, Z. Z. & Low, P. F. (1990). Changes in the properties of a montmorillonite-water system during the adsorption and desorption of water; hysteresis. Clays and Clay Minerals, 38, No. 5, 485-492.
    • (1990) Clays and Clay Minerals , vol.38 , Issue.5 , pp. 485-492
    • Fu, M.H.1    Zhang, Z.Z.2    Low, P.F.3
  • 23
    • 69949155669 scopus 로고    scopus 로고
    • Field observation of GCL shrinkage at a site in Melbourne, Australia
    • Gassner, F. (2009). Field observation of GCL shrinkage at a site in Melbourne, Australia. Geotextiles and Geomembranes, 27, No. 5, 406-408.
    • (2009) Geotextiles and Geomembranes , vol.27 , Issue.5 , pp. 406-408
    • Gassner, F.1
  • 24
    • 67649253125 scopus 로고    scopus 로고
    • Bentonite clay keeps pollutants at bay
    • Gates, W. P., Bouazza, A. & Churchman, J. G. (2009). Bentonite clay keeps pollutants at bay. Elements, 5, No. 2, 105-110.
    • (2009) Elements , vol.5 , Issue.2 , pp. 105-110
    • Gates, W.P.1    Bouazza, A.2    Churchman, J.G.3
  • 27
    • 0003859497 scopus 로고
    • United States Department of the Interior, Bureau of Reclamation, Denver, CO
    • Hilf, J. W. (1956). Technical Memorandum 654. United States Department of the Interior, Bureau of Reclamation, Denver, CO.
    • (1956) Technical Memorandum 654
    • Hilf, J.W.1
  • 28
    • 0142197611 scopus 로고    scopus 로고
    • On the unsaturated behaviour of unsaturated nonwoven geotextiles
    • Iryo, T. & Rowe, R. K. (2003). On the unsaturated behaviour of unsaturated nonwoven geotextiles. Geotextiles and Geomembranes, 21, No. 6, 381-404.
    • (2003) Geotextiles and Geomembranes , vol.21 , Issue.6 , pp. 381-404
    • Iryo, T.1    Rowe, R.K.2
  • 29
    • 33846876338 scopus 로고    scopus 로고
    • The development of a suction control system for a triaxial apparatus
    • Jotisankasa, A., Coop, M. & Ridley, A. (2007). The development of a suction control system for a triaxial apparatus. Geotechnical Testing Journal, 30, No. 1, 69-75.
    • (2007) Geotechnical Testing Journal , vol.30 , Issue.1 , pp. 69-75
    • Jotisankasa, A.1    Coop, M.2    Ridley, A.3
  • 30
    • 53549114888 scopus 로고
    • Experimental relationship between swell pressure and suction
    • Kassiff, G. & Ben Shalom, A. (1971). Experimental relationship between swell pressure and suction. Géotechnique, 21, No. 3, 245-255.
    • (1971) Géotechnique , vol.21 , Issue.3 , pp. 245-255
    • Kassiff, G.1    Ben Shalom, A.2
  • 31
    • 22444451101 scopus 로고    scopus 로고
    • In-situ separation of GCL panels beneath exposed geomembranes
    • Koerner, R. M. & Koerner, G. R. (2005). In-situ separation of GCL panels beneath exposed geomembranes. Geosynthetics Fabrics Report, 23, No. 5, 34-39.
    • (2005) Geosynthetics Fabrics Report , vol.23 , Issue.5 , pp. 34-39
    • Koerner, R.M.1    Koerner, G.R.2
  • 32
    • 62149131334 scopus 로고    scopus 로고
    • Diffusion of metals in geosynthetic clay liners
    • Lange, K., Rowe, R. K. & Jamieson, H. (2009). Diffusion of metals in geosynthetic clay liners. Geosynthetics International, 16, No. 1, 11-27.
    • (2009) Geosynthetics International , vol.16 , Issue.1 , pp. 11-27
    • Lange, K.1    Rowe, R.K.2    Jamieson, H.3
  • 33
    • 0017983627 scopus 로고
    • End restraint effects on undrained static triaxial strength of sand
    • Lee, K. L. (1978). End restraint effects on undrained static triaxial strength of sand. Journal of Geotechnical Engineering Division, ASCE, 104, No. 6, 687-703.
    • (1978) Journal of Geotechnical Engineering Division, ASCE , vol.104 , Issue.6 , pp. 687-703
    • Lee, K.L.1
  • 34
    • 0037353599 scopus 로고    scopus 로고
    • Total suction measurement of unsaturated soils with a device using the chilled-mirror dew-point technique
    • Leong, E.-C., Tripathy, S. & Rahardjo, H. (2003). Total suction measurement of unsaturated soils with a device using the chilled-mirror dew-point technique. Géotechnique, 53, No. 2, 173-182.
    • (2003) Géotechnique , vol.53 , Issue.2 , pp. 173-182
    • Leong, E.-C.1    Tripathy, S.2    Rahardjo, H.3
  • 35
    • 34748849594 scopus 로고    scopus 로고
    • Discussion: 'The development of a suction control system for a triaxial apparatus'
    • Lourenço, S. D. N., Gallipoli, D., Toll, D., Evans, F. & Medero, G. (2007). Discussion: 'The development of a suction control system for a triaxial apparatus'. Geotechnical Testing Journal, 30, No. 4, 1-3.
    • (2007) Geotechnical Testing Journal , vol.30 , Issue.4 , pp. 1-3
    • Lourenço, S.D.N.1    Gallipoli, D.2    Toll, D.3    Evans, F.4    Medero, G.5
  • 37
    • 34249321296 scopus 로고    scopus 로고
    • The suitability of the osmotic technique for the long-term testing of partly saturated soils
    • Monroy, R., Ridley, A., Dineen, K. & Zdravkovic, L. (2006). The suitability of the osmotic technique for the long-term testing of partly saturated soils. Geotechnical Testing Journal, 30, No. 3, 1-7.
    • (2006) Geotechnical Testing Journal , vol.30 , Issue.3 , pp. 1-7
    • Monroy, R.1    Ridley, A.2    Dineen, K.3    Zdravkovic, L.4
  • 39
    • 33847683902 scopus 로고    scopus 로고
    • Characterisation of geotextiles water retention using a modified capillary pressure cell
    • Nahlawi, H., Bouazza, A. & Kodikara, J. (2007). Characterisation of geotextiles water retention using a modified capillary pressure cell. Geotextiles and Geomembranes, 25, No. 3, 186-193.
    • (2007) Geotextiles and Geomembranes , vol.25 , Issue.3 , pp. 186-193
    • Nahlawi, H.1    Bouazza, A.2    Kodikara, J.3
  • 41
    • 66749185972 scopus 로고    scopus 로고
    • Assessment of the use of the vapour equilibrium technique in controlled-suction tests
    • Pintado, X., Lloret, A. & Romero, E. (2009). Assessment of the use of the vapour equilibrium technique in controlled-suction tests. Canadian Geotechnical Journal, 46, No. 4, 411-423.
    • (2009) Canadian Geotechnical Journal , vol.46 , Issue.4 , pp. 411-423
    • Pintado, X.1    Lloret, A.2    Romero, E.3
  • 42
    • 33845543701 scopus 로고    scopus 로고
    • Suction measurements
    • Carefree, Arizona, Geotechnical Special Publication 147, Miller, G. A., Zapata, C. E., Houston, S. L. and Fredlund, D. G., Editors, ASCE
    • Rahardjo, H. & Leong, E. C. (2006). Suction measurements. Proceedings 4th International Conference on Unsaturated Soils, Carefree, Arizona, Geotechnical Special Publication 147, Miller, G. A., Zapata, C. E., Houston, S. L. and Fredlund, D. G., Editors, ASCE, Vol. 1, pp. 81-104.
    • (2006) Proceedings 4th International Conference On Unsaturated Soils , vol.1 , pp. 81-104
    • Rahardjo, H.1    Leong, E.C.2
  • 43
    • 32144443341 scopus 로고    scopus 로고
    • Long term performance of contaminant barrier systems. 45th Rankine Lecture
    • Rowe, R. K. (2005). Long term performance of contaminant barrier systems. 45th Rankine Lecture. Géotechnique, 55, No. 9, 631-678.
    • (2005) Géotechnique , vol.55 , Issue.9 , pp. 631-678
    • Rowe, R.K.1
  • 44
    • 77952289720 scopus 로고    scopus 로고
    • Shrinkage characteristics of heat tacked GCL seams
    • Rowe, R., Bostwick, L. & Thiel, R. (2010). Shrinkage characteristics of heat tacked GCL seams. Geotextiles and Geomembranes, 28, No. 4, 352-359.
    • (2010) Geotextiles and Geomembranes , vol.28 , Issue.4 , pp. 352-359
    • Rowe, R.1    Bostwick, L.2    Thiel, R.3
  • 46
    • 33846539147 scopus 로고    scopus 로고
    • Evaluation of the water retention curve for geosynthetic clay liners
    • Southen, J. M. & Rowe, R. K. (2007). Evaluation of the water retention curve for geosynthetic clay liners. Geotextiles and Geomembranes, 25, No. 1, 2-9.
    • (2007) Geotextiles and Geomembranes , vol.25 , Issue.1 , pp. 2-9
    • Southen, J.M.1    Rowe, R.K.2
  • 48
    • 0019057216 scopus 로고
    • A closed-form equation for predicting the hydraulic conductivity of unsaturated soils
    • Van Genuchten, M. T. H. (1980). A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44, No. 5, 892-898.
    • (1980) Soil Science Society of America Journal , vol.44 , Issue.5 , pp. 892-898
    • van Genuchten, M.T.H.1
  • 49
    • 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, USA
    • Vasko, S., Jo, H., Benson, C., Edil, T. & Katsumi, T. (2001). Hydraulic conductivity of partially prehydrated geosynthetic clay liners permeated with aqueous calcium chloride solutions. Proceedings of Geosynthetics 2001, Industrial Fabrics Association International, St Paul, MN, USA, pp. 685-699.
    • (2001) Proceedings of Geosynthetics 2001 , pp. 685-699
    • Vasko, S.1    Jo, H.2    Benson, C.3    Edil, T.4    Katsumi, T.5
  • 51
    • 0000492819 scopus 로고
    • Osmotic control the matric soil water potential
    • Zur, B. (1966). Osmotic control the matric soil water potential. Soil Science, 102, No. 6, 394-398.
    • (1966) Soil Science , vol.102 , Issue.6 , pp. 394-398
    • Zur, B.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.