-
2
-
-
0003489009
-
-
ASTM Standard 04.08, ASTM, West Conshohocken, PA, USA, 10-17
-
ASTM D422 Standard Test Method for Particle Size Analysis of Soils 2005, ASTM Standard 04.08, ASTM, West Conshohocken, PA, USA, 10-17.
-
(2005)
ASTM D422 Standard Test Method for Particle Size Analysis of Soils
-
-
-
3
-
-
0004316835
-
-
ASTM Standard 04.08, ASTM, West Conshohocken, PA, USA, 1-13
-
ASTM D4318 Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils 2005, ASTM Standard 04.08, ASTM, West Conshohocken, PA, USA, 1-13.
-
(2005)
ASTM D4318 Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils
-
-
-
4
-
-
0344789065
-
-
ASTM Standard 04.08, ASTM, West Conshohocken, PA, USA, 80-90
-
ASTM D698 Standard Test Methods for Laboratory Compaction Characteristics on Soil Using Standard Effort 2005, ASTM Standard 04.08, ASTM, West Conshohocken, PA, USA, 80-90.
-
(2005)
ASTM D698 Standard Test Methods for Laboratory Compaction Characteristics on Soil Using Standard Effort
-
-
-
5
-
-
79961135082
-
Water retention behaviour of geosynthetic clay liners
-
in press.
-
Beddoe, R.A., Take, W.A., Rowe, R.K., Water retention behaviour of geosynthetic clay liners. ASCE Journal of Geotechnical and Geoenvironmental engineering, Manuscript 1183, in press.
-
ASCE Journal of Geotechnical and Geoenvironmental engineering, Manuscript 1183
-
-
Beddoe, R.A.1
Take, W.A.2
Rowe, R.K.3
-
6
-
-
77649186033
-
Hydraulic conductivity of two geosynthetic clay liners permeated with a hyperalkaline solution
-
Benson C.H., Ören A.H., Gates W.P. Hydraulic conductivity of two geosynthetic clay liners permeated with a hyperalkaline solution. Geotextiles and Geomembranes 2010, 28(2):206-218.
-
(2010)
Geotextiles and Geomembranes
, vol.28
, Issue.2
, pp. 206-218
-
-
Benson, C.H.1
Ören, A.H.2
Gates, W.P.3
-
7
-
-
77957360307
-
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(6):536-546.
-
(2010)
Geotextiles and Geomembranes
, vol.28
, Issue.6
, pp. 536-546
-
-
Benson, C.H.1
Kucukkirca, I.E.2
Scalia, J.3
-
8
-
-
77953521587
-
Anisotropy and directional shrinkage of geosynthetic clay liners
-
Bostwick L.E., Rowe R.K., Take W.A., Brachman R.W.I. Anisotropy and directional shrinkage of geosynthetic clay liners. Geosynthetics International 2010, 17(3):1-14.
-
(2010)
Geosynthetics International
, vol.17
, Issue.3
, pp. 1-14
-
-
Bostwick, L.E.1
Rowe, R.K.2
Take, W.A.3
Brachman, R.W.I.4
-
9
-
-
77649185356
-
Factors impacting liquid and gas flow through geosynthetic clay liners
-
Indian International Geosynthetics Society, New Delhi
-
Bouazza A., Gates W.P., Abuel-Naga H. Factors impacting liquid and gas flow through geosynthetic clay liners. Geosynthetics - Recent Developments 2006, vol. 9. Indian International Geosynthetics Society, New Delhi, 119-146.
-
(2006)
Geosynthetics - Recent Developments
, vol.9
, pp. 119-146
-
-
Bouazza, A.1
Gates, W.P.2
Abuel-Naga, H.3
-
10
-
-
75949111733
-
Investigation of mechanisms of bentonite extrusion from GCL and related effects on the shear strength of GCL/GM interfaces
-
Chen Y.-M., Lin W.-A., Zhan L.T. Investigation of mechanisms of bentonite extrusion from GCL and related effects on the shear strength of GCL/GM interfaces. Geotextiles and Geomembranes 2010, 28(1):63-71.
-
(2010)
Geotextiles and Geomembranes
, vol.28
, Issue.1
, pp. 63-71
-
-
Chen, Y.-M.1
Lin, W.-A.2
Zhan, L.T.3
-
11
-
-
82555179599
-
GCLs in landfill applications: influence of subgrade, temperature and confining pressure on bentonite hydration
-
Würzburg, Germany, Zanzinger, Koerner, Touze-Foltz (Eds.)
-
Chevrier B., Guyonnet D., Gamet M., Cazaux D., Didier G. GCLs in landfill applications: influence of subgrade, temperature and confining pressure on bentonite hydration. Proceedings of Third International Symposium on Geosynthetic Clay Liners, GBR-C 2k10 2010, 63-70. Würzburg, Germany. Zanzinger, Koerner, Touze-Foltz (Eds.).
-
(2010)
Proceedings of Third International Symposium on Geosynthetic Clay Liners, GBR-C 2k10
, pp. 63-70
-
-
Chevrier, B.1
Guyonnet, D.2
Gamet, M.3
Cazaux, D.4
Didier, G.5
-
12
-
-
0000415074
-
Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner
-
IFAI, Vancouver, BC
-
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. Proceedings of Geosynthetics '93 March 30-April 1, 1993, 1483-1496. IFAI, Vancouver, BC.
-
(1993)
Proceedings of Geosynthetics '93
, pp. 1483-1496
-
-
Daniel, D.E.1
Shan, H.Y.2
Anderson, J.D.3
-
13
-
-
17044364145
-
Measuring the in-situ moisture content of geosynthetic clay liners (GCLs) using time domain reflectometry (TDR)
-
Eberle M.A., von Maubeuge K. Measuring the in-situ moisture content of geosynthetic clay liners (GCLs) using time domain reflectometry (TDR). Sixth International Conference on Geosynthetics, Atlanta 1997, vol. 1. 205-210.
-
(1997)
Sixth International Conference on Geosynthetics, Atlanta
, vol.1
, pp. 205-210
-
-
Eberle, M.A.1
von Maubeuge, K.2
-
14
-
-
77649186275
-
Bentonite transformations in strongly alkaline solutions
-
Gates W.P., Bouazza A. Bentonite transformations in strongly alkaline solutions. Geotextiles and Geomembranes 2010, 28(2):219-225.
-
(2010)
Geotextiles and Geomembranes
, vol.28
, Issue.2
, pp. 219-225
-
-
Gates, W.P.1
Bouazza, A.2
-
16
-
-
77649187272
-
The impact of mining solutions/liquors on geosynthetics
-
Hornsey W.P., Scheirs J., Gates W.P., Bouazza A. The impact of mining solutions/liquors on geosynthetics. Geotextiles and Geomembranes 2010, 28(2):191-198.
-
(2010)
Geotextiles and Geomembranes
, vol.28
, Issue.2
, pp. 191-198
-
-
Hornsey, W.P.1
Scheirs, J.2
Gates, W.P.3
Bouazza, A.4
-
17
-
-
0343618386
-
Swelling characteristics of needle punched, thermally treated GCLs
-
Lake C.B., Rowe R.K. Swelling characteristics of needle punched, thermally treated GCLs. Geotextiles and Geomembranes 2000, 18(2):77-102.
-
(2000)
Geotextiles and Geomembranes
, vol.18
, Issue.2
, pp. 77-102
-
-
Lake, C.B.1
Rowe, R.K.2
-
18
-
-
0033998089
-
Diffusion of sodium and chloride through geosynthetic clay liners
-
Lake C.B., Rowe R.K. Diffusion of sodium and chloride through geosynthetic clay liners. Geotextiles and Geomembranes 2000, 18(2):102-132.
-
(2000)
Geotextiles and Geomembranes
, vol.18
, Issue.2
, pp. 102-132
-
-
Lake, C.B.1
Rowe, R.K.2
-
19
-
-
77649340323
-
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(2):199-205.
-
(2010)
Geotextiles and Geomembranes
, vol.28
, Issue.2
, pp. 199-205
-
-
Lange, K.1
Rowe, R.K.2
Jamieson, H.3
-
20
-
-
0031393249
-
Geosynthetic clay liner compatibility by hydraulic conductivity testing: factors impacting performance
-
Petrov R.J., Rowe R.K. Geosynthetic clay liner compatibility by hydraulic conductivity testing: factors impacting performance. Canadian Geotechnical Journal 1997, 34(6):863-885.
-
(1997)
Canadian Geotechnical Journal
, vol.34
, Issue.6
, pp. 863-885
-
-
Petrov, R.J.1
Rowe, R.K.2
-
21
-
-
79961141897
-
Factors affecting GCL hydration under isothermal conditions
-
Rayhani M.T., Rowe R.K., Brachman R.W.I., Take W.A., Siemens G. Factors affecting GCL hydration under isothermal conditions. Geotextiles and Geomembranes 2011, 29:525-533.
-
(2011)
Geotextiles and Geomembranes
, vol.29
, pp. 525-533
-
-
Rayhani, M.T.1
Rowe, R.K.2
Brachman, R.W.I.3
Take, W.A.4
Siemens, G.5
-
22
-
-
84856637405
-
Sept. Hydration of GCL from a clayey sand subsoil
-
In: Proceedings of PanAmerican Geotechnical Conference, Toronto.
-
Rayhani, M.T., Anderson, R., and Rowe, R.K., Sept. 2011b. Hydration of GCL from a clayey sand subsoil. In: Proceedings of PanAmerican Geotechnical Conference, Toronto.
-
(2011)
-
-
Rayhani, M.T.1
Anderson, R.2
Rowe, R.K.3
-
23
-
-
79954677726
-
Impact of synthetic leachate on permittivity of GCLs measured by filter press and oedopermeameter tests
-
Roisin-Paumier S., Touze-Foltz A., Pantet A. Impact of synthetic leachate on permittivity of GCLs measured by filter press and oedopermeameter tests. Geotextiles and Geomembranes 2011, 29(3):211-221.
-
(2011)
Geotextiles and Geomembranes
, vol.29
, Issue.3
, pp. 211-221
-
-
Roisin-Paumier, S.1
Touze-Foltz, A.2
Pantet, A.3
-
24
-
-
77956290723
-
Swell index, oedopermeametric, filter press and rheometric tests for identifying the qualification of bentonites used in GCLs
-
Rosin-Paumier S., Touze-Foltz N., Pantet A., Monnet P., Didier G., Guyonnet D., Norotte V. Swell index, oedopermeametric, filter press and rheometric tests for identifying the qualification of bentonites used in GCLs. Geosynthetics International 2010, 17(1):1-11.
-
(2010)
Geosynthetics International
, vol.17
, Issue.1
, pp. 1-11
-
-
Rosin-Paumier, S.1
Touze-Foltz, N.2
Pantet, A.3
Monnet, P.4
Didier, G.5
Guyonnet, D.6
Norotte, V.7
-
25
-
-
32144443341
-
Long-term performance of contaminant barrier system
-
Rowe R.K. Long-term performance of contaminant barrier system. Geotechnique 2005, 55(9):631-678.
-
(2005)
Geotechnique
, vol.55
, Issue.9
, pp. 631-678
-
-
Rowe, R.K.1
-
26
-
-
77956241492
-
-
Taylor & Francis Books Ltd (E & FN Spon), London
-
Rowe R.K., Quigley R.M., Brachman R.W.I., 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
, pp. 587
-
-
Rowe, R.K.1
Quigley, R.M.2
Brachman, R.W.I.3
Booker, J.R.4
-
27
-
-
79961157846
-
GCL hydration under simulated daily thermal cycles
-
Rowe R.K., Rayhani M.T., Take A., Siemens G., Brachman R.W.I. GCL hydration under simulated daily thermal cycles. Geosynthetics International 2011, 18(4):196-205.
-
(2011)
Geosynthetics International
, vol.18
, Issue.4
, pp. 196-205
-
-
Rowe, R.K.1
Rayhani, M.T.2
Take, A.3
Siemens, G.4
Brachman, R.W.I.5
-
28
-
-
77649181031
-
Hydraulic conductivity of geosynthetic clay liners to tailings impoundment solutions
-
Shackelford C.D., Sevick G.W., Eykhol G.R. Hydraulic conductivity of geosynthetic clay liners to tailings impoundment solutions. Geotextiles and Geomembranes 2010, 28(2):149-162.
-
(2010)
Geotextiles and Geomembranes
, vol.28
, Issue.2
, pp. 149-162
-
-
Shackelford, C.D.1
Sevick, G.W.2
Eykhol, G.R.3
-
29
-
-
34249042858
-
Concern for GCL shrinkage when installed on slopes
-
GII Publications, Folsom, PA, USA, paper 2.31
-
Thiel R., Richardson G. Concern for GCL shrinkage when installed on slopes. JGRI-18 at GeoFrontiers 2005, GII Publications, Folsom, PA, USA, paper 2.31.
-
(2005)
JGRI-18 at GeoFrontiers
-
-
Thiel, R.1
Richardson, G.2
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