-
1
-
-
55749086292
-
-
ASTM. 1992. Standard practice for determination of 2% secant modulus for polyethylene geomembranes. ASTM D 5323, West Conshohocken, PA, pp. 133-135.
-
ASTM. 1992. Standard practice for determination of 2% secant modulus for polyethylene geomembranes. ASTM D 5323, West Conshohocken, PA, pp. 133-135.
-
-
-
-
2
-
-
55749115676
-
-
ASTM. 2001. Standard test method for determining tensile properties of nonreinforced polyethylene and nonreinforced flexible polypropylene geomembranes. ASTM D 6693, West Conshohocken, PA, pp. 392-395.
-
ASTM. 2001. Standard test method for determining tensile properties of nonreinforced polyethylene and nonreinforced flexible polypropylene geomembranes. ASTM D 6693, West Conshohocken, PA, pp. 392-395.
-
-
-
-
3
-
-
33646478426
-
-
Barroso, M., Touze-Foltz, N., von Maubeuge, K., Pierson, P., 2006. Laboratory investigation of flow rate through composite liners consisting of a geomembrane, a GCL and a soil liner, 24 (3), pp. 139-155.
-
Barroso, M., Touze-Foltz, N., von Maubeuge, K., Pierson, P., 2006. Laboratory investigation of flow rate through composite liners consisting of a geomembrane, a GCL and a soil liner, 24 (3), pp. 139-155.
-
-
-
-
5
-
-
32144440439
-
Laboratory investigation of gas leakage rate through a GM/GCL composite liner due to a circular defect in the geomembrane
-
Bouazza A., and Vangpaisal T. Laboratory investigation of gas leakage rate through a GM/GCL composite liner due to a circular defect in the geomembrane. Geotextiles and Geomembranes 24 2 (2006) 110-115
-
(2006)
Geotextiles and Geomembranes
, vol.24
, Issue.2
, pp. 110-115
-
-
Bouazza, A.1
Vangpaisal, T.2
-
6
-
-
39749118634
-
-
Bouazza, A., Vangpaisal, T., Abuel-Naga, H., 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 Geomembrane 26, (2), 122-129. (on the web - Elsevier please complete since issue and page numbers should be known at time of type setting).
-
Bouazza, A., Vangpaisal, T., Abuel-Naga, H., 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 Geomembrane 26, (2), 122-129. (on the web - Elsevier please complete since issue and page numbers should be known at time of type setting).
-
-
-
-
7
-
-
57249114951
-
The performance of a laboratory facility for evaluating the structural response small diameter buried pipes
-
Brachman R.W.I., Moore I.D., and Rowe R.K. The performance of a laboratory facility for evaluating the structural response small diameter buried pipes. Canadian Geotechnical Journal 38 2 (2001) 260-275
-
(2001)
Canadian Geotechnical Journal
, vol.38
, Issue.2
, pp. 260-275
-
-
Brachman, R.W.I.1
Moore, I.D.2
Rowe, R.K.3
-
8
-
-
55749092526
-
-
Brachman, R.W.I., Gudina, S., 2002. A new laboratory apparatus for testing geomembranes under large earth pressures. In: Proceedings of the 55th Canadian Geotechnical Conference, pp. 993-1000.
-
Brachman, R.W.I., Gudina, S., 2002. A new laboratory apparatus for testing geomembranes under large earth pressures. In: Proceedings of the 55th Canadian Geotechnical Conference, pp. 993-1000.
-
-
-
-
9
-
-
33746216695
-
Deformations of a geosynthetic clay liner beneath a geomembrane wrinkle and coarse gravel
-
Dickinson S., and Brachman R.W.I. Deformations of a geosynthetic clay liner beneath a geomembrane wrinkle and coarse gravel. Geotextiles and Geomembranes 24 5 (2006) 285-298
-
(2006)
Geotextiles and Geomembranes
, vol.24
, Issue.5
, pp. 285-298
-
-
Dickinson, S.1
Brachman, R.W.I.2
-
10
-
-
1842789604
-
Laboratory studies of clogging of landfill leachate collection and drainage systems
-
Fleming I.R., and Rowe R.K. Laboratory studies of clogging of landfill leachate collection and drainage systems. Canadian Geotechnical Journal 41 1 (2004) 134-153
-
(2004)
Canadian Geotechnical Journal
, vol.41
, Issue.1
, pp. 134-153
-
-
Fleming, I.R.1
Rowe, R.K.2
-
11
-
-
0033999392
-
Hydraulic performance of geosynthetic clay liners under gravel cover soils
-
Fox P.J., DeBattista D.J., and Mast D.G. Hydraulic performance of geosynthetic clay liners under gravel cover soils. Geotextiles and Geomembranes 18 (2000) 179-201
-
(2000)
Geotextiles and Geomembranes
, vol.18
, pp. 179-201
-
-
Fox, P.J.1
DeBattista, D.J.2
Mast, D.G.3
-
12
-
-
55749107014
-
-
Gudina, S., 2007. Short-term Physical Response of HDPE Geomembranes from Gravel Indentations and Wrinkles. PhD thesis, Queen's University, Kingston, Canada.
-
Gudina, S., 2007. Short-term Physical Response of HDPE Geomembranes from Gravel Indentations and Wrinkles. PhD thesis, Queen's University, Kingston, Canada.
-
-
-
-
14
-
-
55749099229
-
-
Gudina, S., Brachman, R.W.I., 2006b. Effect of boundary conditions on deflection of geomembrane wrinkles in a GM/GCL composite liner. In: Proceedings of Eighth International Conference on Geosynthetics, Yokohama, Japan (CD-Rom).
-
Gudina, S., Brachman, R.W.I., 2006b. Effect of boundary conditions on deflection of geomembrane wrinkles in a GM/GCL composite liner. In: Proceedings of Eighth International Conference on Geosynthetics, Yokohama, Japan (CD-Rom).
-
-
-
-
16
-
-
55749090543
-
-
MOE, 1998. Landfill Standards: a Guideline on the Regulatory and Approval Requirements for the New or Expanding Landfilling Sites, Ontario Ministry of the Environment, Ontario Regulations 232/98. Queen's Printer for Ontario, Toronto.
-
MOE, 1998. Landfill Standards: a Guideline on the Regulatory and Approval Requirements for the New or Expanding Landfilling Sites, Ontario Ministry of the Environment, Ontario Regulations 232/98. Queen's Printer for Ontario, Toronto.
-
-
-
-
17
-
-
55749100913
-
-
Peggs, I.D., Schmucker, B., Carey, P., 2005. Assessment of maximum allowable strains in polyethylene and polypropylene geomembranes. In: Proceedings of ASCE Geo-Frontiers 2005, Austin, TX (CD-Rom).
-
Peggs, I.D., Schmucker, B., Carey, P., 2005. Assessment of maximum allowable strains in polyethylene and polypropylene geomembranes. In: Proceedings of ASCE Geo-Frontiers 2005, Austin, TX (CD-Rom).
-
-
-
-
18
-
-
0010643372
-
Thermal analysis of geomembrane exposed to solar radiation
-
Pelte T., Pierson P., and Gourc J.P. Thermal analysis of geomembrane exposed to solar radiation. Geosynthetics International 1 1 (1994) 21-44
-
(1994)
Geosynthetics International
, vol.1
, Issue.1
, pp. 21-44
-
-
Pelte, T.1
Pierson, P.2
Gourc, J.P.3
-
19
-
-
32144443341
-
Long-term performance of contaminant barrier systems
-
45th Rankine Lecture
-
Rowe R.K. Long-term performance of contaminant barrier systems. 45th Rankine Lecture. Geotechnique 55 9 (2005) 631-678
-
(2005)
Geotechnique
, vol.55
, Issue.9
, pp. 631-678
-
-
Rowe, R.K.1
-
20
-
-
0003691830
-
-
Taylor & Francis Books Ltd. (E & FN Spon), London 587 pp.
-
Rowe R.K., Quigley R.M., Brachman R.W.I., and Booker J.R. Barrier Systems for Waste Disposal Facilities (2004), Taylor & Francis Books Ltd. (E & FN Spon), London 587 pp.
-
(2004)
Barrier Systems for Waste Disposal Facilities
-
-
Rowe, R.K.1
Quigley, R.M.2
Brachman, R.W.I.3
Booker, J.R.4
-
21
-
-
33846589269
-
Performance of a geocomposite liner for containing Jet A-1 spill in an extreme environment
-
Rowe R.K., Mukunoki T., Bathurst R.J., Rimal S., Hurst P., and Hansen S. Performance of a geocomposite liner for containing Jet A-1 spill in an extreme environment. Geotextiles and Geomembranes 25 2 (2007) 68-77
-
(2007)
Geotextiles and Geomembranes
, vol.25
, Issue.2
, pp. 68-77
-
-
Rowe, R.K.1
Mukunoki, T.2
Bathurst, R.J.3
Rimal, S.4
Hurst, P.5
Hansen, S.6
-
22
-
-
39849099278
-
-
Saidi, F., Touze-Foltz, N., Goblet, P., 2008. Numerical modelling of advective flow through composite liners in case of two interacting adjacent square defects in the geomembrane. Geotextiles and Geomembranes 26 (2), 196-204. on the web - Elsevier please complete since issue and page numbers should be known at time of type setting.
-
Saidi, F., Touze-Foltz, N., Goblet, P., 2008. Numerical modelling of advective flow through composite liners in case of two interacting adjacent square defects in the geomembrane. Geotextiles and Geomembranes 26 (2), 196-204. on the web - Elsevier please complete since issue and page numbers should be known at time of type setting.
-
-
-
-
23
-
-
4043128797
-
Theoretical approach to designing protection: selecting a geomembrane strain criterion
-
Dixon D., Smith D.M., Greenwood J.R., and Jones D.R.V. (Eds), Thomas Telford, London
-
Seeger S., and Müller W. Theoretical approach to designing protection: selecting a geomembrane strain criterion. In: Dixon D., Smith D.M., Greenwood J.R., and Jones D.R.V. (Eds). Geosynthetics: Protecting the Environment (2003), Thomas Telford, London 137-151
-
(2003)
Geosynthetics: Protecting the Environment
, pp. 137-151
-
-
Seeger, S.1
Müller, W.2
-
24
-
-
33144485399
-
Laboratory study of high density polyethylene geomembrane waves
-
Industrial Fabrics Association International, Atlanta 301-306
-
Soong T.-Y., and Koerner R.M. Laboratory study of high density polyethylene geomembrane waves. Proceedings of Sixth International Conference on Geosynthetics vol. 1 (1998), Industrial Fabrics Association International, Atlanta 301-306
-
(1998)
Proceedings of Sixth International Conference on Geosynthetics
, vol.1
-
-
Soong, T.-Y.1
Koerner, R.M.2
-
25
-
-
0033179105
-
Evaluation of side wall friction for a buried pipe testing facility
-
Tognon A.R., Rowe R.K., and Brachman R.W.I. Evaluation of side wall friction for a buried pipe testing facility. Geotextiles and Geomembranes 17 4 (1999) 193-212
-
(1999)
Geotextiles and Geomembranes
, vol.17
, Issue.4
, pp. 193-212
-
-
Tognon, A.R.1
Rowe, R.K.2
Brachman, R.W.I.3
-
27
-
-
33646490289
-
Hydraulic and mechanical behavior of GCLs in contact with leachate as part of a composite liner
-
Touze-Foltz N., Duquennoi C., and Gaget E. Hydraulic and mechanical behavior of GCLs in contact with leachate as part of a composite liner. Geotextiles and Geomembranes 24 3 (2006) 188-197
-
(2006)
Geotextiles and Geomembranes
, vol.24
, Issue.3
, pp. 188-197
-
-
Touze-Foltz, N.1
Duquennoi, C.2
Gaget, E.3
|