-
1
-
-
33644896788
-
Performance of engineered test covers on acid-generating waste rock at Whistle Mine, Ontario
-
Adu-Wusu. C., and Yanful. E.K. 2006. Performance of engineered test covers on acid-generating waste rock at Whistle Mine, Ontario. Canadian Geotechnical Journal, 43: 1-18.
-
(2006)
Canadian Geotechnical Journal
, vol.43
, pp. 1-18
-
-
Adu-Wusu, C.1
Yanful, E.K.2
-
2
-
-
34447094636
-
-
ASTM (American Society for Testing and Materials). 2003. Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter, ASTM International, West Conshohocken, Penn. Standard D5084-03.
-
ASTM (American Society for Testing and Materials). 2003. Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter, ASTM International, West Conshohocken, Penn. Standard D5084-03.
-
-
-
-
3
-
-
34447105762
-
-
ASTM (American Society for Testing and Materials), 2006. Standard guide for installation of geosynthetic clay liners. ASTM International, West Conshohocken, Penn. Standard D6102-06.
-
ASTM (American Society for Testing and Materials), 2006. Standard guide for installation of geosynthetic clay liners. ASTM International, West Conshohocken, Penn. Standard D6102-06.
-
-
-
-
4
-
-
34447096463
-
Construction and instrumentation of waste rock test covers at Whistle Mine, Ontario, Canada
-
Fort Collins, Colo, 27-30 January
-
Ayres, B.K., O'Kane, M.O., Christensen, D., Lanteigne, L. 2002. Construction and instrumentation of waste rock test covers at Whistle Mine, Ontario, Canada. In Proceedings of Tailings and Mine Waste '02, Fort Collins, Colo., 27-30 January 2002. pp. 163-171.
-
(2002)
Proceedings of Tailings and Mine Waste '02
, pp. 163-171
-
-
Ayres, B.K.1
O'Kane, M.O.2
Christensen, D.3
Lanteigne, L.4
-
5
-
-
0030390809
-
Hydraulic conductivity of desiccated geosynthetic clay liners
-
Boardman, T.B., and Daniel, D.E. 1996. Hydraulic conductivity of desiccated geosynthetic clay liners. Journal of Geotechnical and GeoenvironmeDtal Engineering, ASCE, 122(3): 204-208.
-
(1996)
Journal of Geotechnical and GeoenvironmeDtal Engineering, ASCE
, vol.122
, Issue.3
, pp. 204-208
-
-
Boardman, T.B.1
Daniel, D.E.2
-
6
-
-
0036466948
-
Geosynthetic clay liners
-
Bouazza, A. 2002. Geosynthetic clay liners. Geotextiles and Geomembranes, 20(1): 3-17.
-
(2002)
Geotextiles and Geomembranes
, vol.20
, Issue.1
, pp. 3-17
-
-
Bouazza, A.1
-
7
-
-
0028174528
-
Hydraulic conductivity estimation for soils with heterogeneous pore structure
-
Durner, W. 1994. Hydraulic conductivity estimation for soils with heterogeneous pore structure. Water Resources Research, 30(2): 211-223.
-
(1994)
Water Resources Research
, vol.30
, Issue.2
, pp. 211-223
-
-
Durner, W.1
-
8
-
-
33644893790
-
-
Ph.D. thesis, Department of Civil Engineering, The University of New Mexico, Albuquerque, N.M
-
Dwyer, S.F. 2003. Water balance measurements and computer simulations of landfill covers. Ph.D. thesis, Department of Civil Engineering, The University of New Mexico, Albuquerque, N.M.
-
(2003)
Water balance measurements and computer simulations of landfill covers
-
-
Dwyer, S.F.1
-
9
-
-
34447093808
-
-
Erickson, A.E., Chamberlain, E.J., and Benson, C.H. 1994. Effects of frost action on covers and liners constructed in cold environments. In Proceedings of the 17th International Madison Waste Conference, Madison, Wisc., 21-22 September 1994. Department of Civil Engineering Professional Development, University of Wisconsin, Madison, Wisc. pp. 198-220.
-
Erickson, A.E., Chamberlain, E.J., and Benson, C.H. 1994. Effects of frost action on covers and liners constructed in cold environments. In Proceedings of the 17th International Madison Waste Conference, Madison, Wisc., 21-22 September 1994. Department of Civil Engineering Professional Development, University of Wisconsin, Madison, Wisc. pp. 198-220.
-
-
-
-
10
-
-
0012963768
-
-
Ph.D. thesis, Department of Civil and Environmental Engineering, The University of Western Ontario, London, Ont
-
Fernandez, F. 1989. The effects of waste leachate on the hydraulic conductivity of natural clays. Ph.D. thesis, Department of Civil and Environmental Engineering, The University of Western Ontario, London, Ont.
-
(1989)
The effects of waste leachate on the hydraulic conductivity of natural clays
-
-
Fernandez, F.1
-
11
-
-
0030455438
-
Bearing capacity of geosynthetic clay liners for cover soils of varying particle size
-
Fox P.J., De Battista, D.J., and Chen, S.H. 1996. Bearing capacity of geosynthetic clay liners for cover soils of varying particle size. Geosynthetics International, 3(4): 447-461.
-
(1996)
Geosynthetics International
, vol.3
, Issue.4
, pp. 447-461
-
-
Fox, P.J.1
De Battista, D.J.2
Chen, S.H.3
-
12
-
-
0031126370
-
Hydraulic conductivity of geosynthetic clay liners after freeze-thaw
-
Hewitt, R.D., and Daniel, D.E. 1997. Hydraulic conductivity of geosynthetic clay liners after freeze-thaw. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123(4): 305-313.
-
(1997)
Journal of Geotechnical and Geoenvironmental Engineering, ASCE
, vol.123
, Issue.4
, pp. 305-313
-
-
Hewitt, R.D.1
Daniel, D.E.2
-
14
-
-
0028974921
-
Bearing capacity of hydrated geosynthetic clay liners
-
Koerner, R.M., and Narejo, D. 1995. Bearing capacity of hydrated geosynthetic clay liners. Journal of Geotechnical Engineering, ASCE, 121(1): 82-85.
-
(1995)
Journal of Geotechnical Engineering, ASCE
, vol.121
, Issue.1
, pp. 82-85
-
-
Koerner, R.M.1
Narejo, D.2
-
15
-
-
0031105190
-
Freeze-thaw and hydraulic conductivity of bentonitic barriers
-
Kraus, J., Benson, C., Erickson, A., and Chamberlain, E. 1997. Freeze-thaw and hydraulic conductivity of bentonitic barriers. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123(3): 229-238.
-
(1997)
Journal of Geotechnical and Geoenvironmental Engineering, ASCE
, vol.123
, Issue.3
, pp. 229-238
-
-
Kraus, J.1
Benson, C.2
Erickson, A.3
Chamberlain, E.4
-
16
-
-
0343618386
-
Swelling characteristics of needle-punched, thermally treated geosynthetic clay liners
-
Lake, C., and Rowe, R.K. 2000. Swelling characteristics of needle-punched, thermally treated geosynthetic clay liners. Geotextiles and Geomembranes, 18(2-4): 77-101.
-
(2000)
Geotextiles and Geomembranes
, vol.18
, Issue.2-4
, pp. 77-101
-
-
Lake, C.1
Rowe, R.K.2
-
17
-
-
34447109560
-
-
O'Kane Consultants Inc. 2001. As-built report for the Inco Ltd. Whistle Mine acid-generating waste rock test cover plots. Internal report submitted to Inco Ltd. Ontario Division, Copper Cliff, Ont. O'Kane Consultants Inc., Saskatoon, Sask.
-
O'Kane Consultants Inc. 2001. As-built report for the Inco Ltd. Whistle Mine acid-generating waste rock test cover plots. Internal report submitted to Inco Ltd. Ontario Division, Copper Cliff, Ont. O'Kane Consultants Inc., Saskatoon, Sask.
-
-
-
-
18
-
-
0013022328
-
-
M.E.Sc. thesis, Department of Civil and Environmental Engineering, The University of Western Ontario, London, Ont
-
Orsini, C. 2001. Factors affecting the performance of bentonite liners. M.E.Sc. thesis, Department of Civil and Environmental Engineering, The University of Western Ontario, London, Ont.
-
(2001)
Factors affecting the performance of bentonite liners
-
-
Orsini, C.1
-
20
-
-
0001784105
-
Comparison of laboratory-measured GCL hydraulic conductivity based on three permeameter types
-
Petrov, R.J., Rowe, R.K., and Quigley, R.M. 1997. Comparison of laboratory-measured GCL hydraulic conductivity based on three permeameter types. Geotechnical Testing Journal, 20(1): 49-62.
-
(1997)
Geotechnical Testing Journal
, vol.20
, Issue.1
, pp. 49-62
-
-
Petrov, R.J.1
Rowe, R.K.2
Quigley, R.M.3
-
21
-
-
0025592123
-
On thermohydrologic conditions near high-level nuclear wastes emplaced in partially saturated fractured tuff, 2. Effective continuum approximation
-
Pruess, K., Wang, J.S.Y., and Tsang, Y.W. 1990. On thermohydrologic conditions near high-level nuclear wastes emplaced in partially saturated fractured tuff, 2. Effective continuum approximation. Water Resources Research, 26(6): 1249-1261.
-
(1990)
Water Resources Research
, vol.26
, Issue.6
, pp. 1249-1261
-
-
Pruess, K.1
Wang, J.S.Y.2
Tsang, Y.W.3
-
22
-
-
34248663441
-
-
M.Sc. thesis, Department of Civil Engineering, University of Saskatchewan, Saskatoon, Sask
-
Shuniark, R.E. 2003. Predictive modeling of moisture movement with soil cover systems for saline/sodic overburden piles. M.Sc. thesis, Department of Civil Engineering, University of Saskatchewan, Saskatoon, Sask.
-
(2003)
Predictive modeling of moisture movement with soil cover systems for saline/sodic overburden piles
-
-
Shuniark, R.E.1
-
23
-
-
33144490259
-
-
Ph.D. thesis, Department of Civil and Environmental Engineering, The University of Western Ontario, London, Ont
-
Southen, J. 2004. Thermally driven moisture movement within and beneath geosynthetic clay liners. Ph.D. thesis, Department of Civil and Environmental Engineering, The University of Western Ontario, London, Ont.
-
(2004)
Thermally driven moisture movement within and beneath geosynthetic clay liners
-
-
Southen, J.1
-
24
-
-
0007714716
-
Bentonite migration in geosynthetic clay liners
-
Atlanta, Ga, 25-29 March, Industrial Fabrics Association International, St. Paul, Minn
-
Stark, T.D. 1998. Bentonite migration in geosynthetic clay liners. In Proceedings of the 6th International Conference on Geosynthetics, Atlanta, Ga., 25-29 March 1998. Industrial Fabrics Association International, St. Paul, Minn. Vol. 1, pp. 315-320.
-
(1998)
Proceedings of the 6th International Conference on Geosynthetics
, vol.1
, pp. 315-320
-
-
Stark, T.D.1
-
25
-
-
0004016529
-
-
3rd ed. Wiley, New York
-
Terzaghi, K., Peck, R.B., and Mezri, G. 1996. Soil mechanics in engineering practice. 3rd ed. Wiley, New York.
-
(1996)
Soil mechanics in engineering practice
-
-
Terzaghi, K.1
Peck, R.B.2
Mezri, G.3
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