-
1
-
-
85168124232
-
Influence of organic permeants upon the permeability of bentonite
-
A. I. Johnson, N. J. Cavalli, and C. B. Pettersson, eds., ASTM, West Conshohocken, Pa.
-
Alther, G. R., Evans, J. C., Fang, H.-Y., and Witmer, K. (1985). "Influence of organic permeants upon the permeability of bentonite." Hydraulic barriers in soil and rock, ASTM STP 874, A. I. Johnson, N. J. Cavalli, and C. B. Pettersson, eds., ASTM, West Conshohocken, Pa., 64-73.
-
(1985)
Hydraulic Barriers in Soil and Rock, ASTM STP 874
, pp. 64-73
-
-
Alther, G.R.1
Evans, J.C.2
Fang, H.-Y.3
Witmer, K.4
-
2
-
-
84987594614
-
Effects of various liquids on clay soil: Bentonite slurry mixtures
-
A. I. Johnson, N. J., Cavalli, and C. B. Pettersson, eds., ASTM, West Conshohocken, Pa.
-
Anderson, D. C., Crawley, W., and Zabcik, J. D. (1985). "Effects of various liquids on clay soil: bentonite slurry mixtures." Hydraulic barriers in soil and rock, ASTM STP 874, A. I. Johnson, N. J., Cavalli, and C. B. Pettersson, eds., ASTM, West Conshohocken, Pa., 93- 103.
-
(1985)
Hydraulic Barriers in Soil and Rock, ASTM STP 874
, pp. 93-103
-
-
Anderson, D.C.1
Crawley, W.2
Zabcik, J.D.3
-
3
-
-
0003653071
-
-
Rep., U.S. Envir. Protection Agency, Cincinnati, Ohio
-
Bramlett, J. A., Furman, C., Johnson, A., Ellis, W. D., Nelson, H., and Vick, W. H. (1987). "Composition of leachates from actual hazardous waste sites." Rep., U.S. Envir. Protection Agency, Cincinnati, Ohio.
-
(1987)
Composition of Leachates from Actual Hazardous Waste Sites
-
-
Bramlett, J.A.1
Furman, C.2
Johnson, A.3
Ellis, W.D.4
Nelson, H.5
Vick, W.H.6
-
4
-
-
0025502826
-
Stabilizing compacted clay against chemical attack
-
ASCE
-
Broderick, G. P., and Daniel, D. E. (1990). "Stabilizing compacted clay against chemical attack." J. Geotech. Engrg., ASCE, 116(10), 1549-1567.
-
(1990)
J. Geotech. Engrg.
, vol.116
, Issue.10
, pp. 1549-1567
-
-
Broderick, G.P.1
Daniel, D.E.2
-
5
-
-
0042743015
-
Influence of organic liquids on the hydraulic conductivity of soils
-
J. R. Gronow, A. N. Schofield, and R. K. Jain, eds., Ellis Horwood, Ltd., Chichester, England
-
Brown, K. W., and Daniel, D. E. (1988). "Influence of organic liquids on the hydraulic conductivity of soils." Land disposal of hazardous waste, J. R. Gronow, A. N. Schofield, and R. K. Jain, eds., Ellis Horwood, Ltd., Chichester, England, 199-216.
-
(1988)
Land Disposal of Hazardous Waste
, pp. 199-216
-
-
Brown, K.W.1
Daniel, D.E.2
-
6
-
-
5344225878
-
Seam performance of over-lapped geosynthetic clay liners
-
Industrial Fabrics Assn. Int., St. Paul, Minn.
-
Cooley, B. H., and Daniel, D. E. (1995). "Seam performance of over-lapped geosynthetic clay liners." Proc., Geosynthetics '95', Industrial Fabrics Assn. Int., St. Paul, Minn., 691-705.
-
(1995)
Proc., Geosynthetics '95'
, pp. 691-705
-
-
Cooley, B.H.1
Daniel, D.E.2
-
7
-
-
3743052481
-
Geosynthetic clay liners
-
Daniel, D. E. (1991). "Geosynthetic clay liners." Geotech. News, 9(4), 28-33.
-
(1991)
Geotech. News
, vol.9
, Issue.4
, pp. 28-33
-
-
Daniel, D.E.1
-
8
-
-
0000448330
-
Clay liners
-
D. E. Daniel, ed., Chapman & Hall, Ltd., London
-
Daniel, D. E. (1993). "Clay liners." Geotechnical practice for waste disposal, D. E. Daniel, ed., Chapman & Hall, Ltd., London, 137-163.
-
(1993)
Geotechnical Practice for Waste Disposal
, pp. 137-163
-
-
Daniel, D.E.1
-
9
-
-
0028595523
-
State-of-the-art: Laboratory hydraulic conductivity tests for saturated soils
-
D. E. Daniel and S. J. Trautwein, eds., ASTM, West Conshohocken, Pa.
-
Daniel, D. E. (1994). "State-of-the-art: laboratory hydraulic conductivity tests for saturated soils." Hydraulic conductivity and waste contaminant transport in soils, ASTM STP 1142, D. E. Daniel and S. J. Trautwein, eds., ASTM, West Conshohocken, Pa., 30-78.
-
(1994)
Hydraulic Conductivity and Waste Contaminant Transport in Soils, ASTM STP 1142
, pp. 30-78
-
-
Daniel, D.E.1
-
10
-
-
85033175167
-
-
Rep. No. EPA/600/R-93/171, U.S. Envir. Protection Agency, Cincinnati, Ohio
-
Daniel, D. E., and Boardman, B. T. (1993). "Report of workshop on geosynthetic clay liners." Rep. No. EPA/600/R-93/171, U.S. Envir. Protection Agency, Cincinnati, Ohio.
-
(1993)
Report of Workshop on Geosynthetic Clay Liners
-
-
Daniel, D.E.1
Boardman, B.T.2
-
11
-
-
5344238495
-
-
Rep. No. EPA600/ 2-91/002, U.S. Envir. Protection Agency, Cincinnati, Ohio
-
Daniel, D. E., and Estornell, P. M. (1991). "Compilation of information on alternative barriers for liner and cover systems." Rep. No. EPA600/ 2-91/002, U.S. Envir. Protection Agency, Cincinnati, Ohio.
-
(1991)
Compilation of Information on Alternative Barriers for Liner and Cover Systems
-
-
Daniel, D.E.1
Estornell, P.M.2
-
12
-
-
0000415074
-
Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner
-
Industrial Fabrics Assn. Int., St. Paul, Minn.
-
Daniel, D. E., Shan, H. Y., and Anderson, J. D. (1993). "Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner." Proc., Geosynthetics '93, Industrial Fabrics Assn. Int., St. Paul, Minn., 3, 1483-1496.
-
(1993)
Proc., Geosynthetics '93
, vol.3
, pp. 1483-1496
-
-
Daniel, D.E.1
Shan, H.Y.2
Anderson, J.D.3
-
13
-
-
0000870995
-
Permeability testing with flexible-wall permeameters
-
Daniel, D. E., Trautwein, S. J., Boynton, S. S., and Foreman, D. E. (1984). "Permeability testing with flexible-wall permeameters." Geotech. Testing J., 7(3), 113-122.
-
(1984)
Geotech. Testing J.
, vol.7
, Issue.3
, pp. 113-122
-
-
Daniel, D.E.1
Trautwein, S.J.2
Boynton, S.S.3
Foreman, D.E.4
-
14
-
-
0000415076
-
In-situ soda ash treatment for contaminated geosynthetic clay liners
-
Industrial Fabrics Assn. Int., St. Paul, Minn.
-
Dobras, T. N., and Elzea, J. M. (1993). "In-situ soda ash treatment for contaminated geosynthetic clay liners." Proc., Geosynthetics '93, Industrial Fabrics Assn. Int., St. Paul, Minn., 1145-1160.
-
(1993)
Proc., Geosynthetics '93
, pp. 1145-1160
-
-
Dobras, T.N.1
Elzea, J.M.2
-
15
-
-
0026938899
-
Hydraulic conductivity of three geosynthetic clay liners
-
Estornell, P. M., and Daniel, D. E. (1992). "Hydraulic conductivity of three geosynthetic clay liners." J. Geotech. Engrg., 118(10), 1592-1606.
-
(1992)
J. Geotech. Engrg.
, vol.118
, Issue.10
, pp. 1592-1606
-
-
Estornell, P.M.1
Daniel, D.E.2
-
16
-
-
0025920547
-
Controlling the destructive effects of clay-organic liquid interactions by application of effective stresses
-
Fernandez, F., and Quigley, R. M. (1991). "Controlling the destructive effects of clay-organic liquid interactions by application of effective stresses." Can. Geotech. J., Ottawa, Canada, 28(3), 388-398.
-
(1991)
Can. Geotech. J., Ottawa, Canada
, vol.28
, Issue.3
, pp. 388-398
-
-
Fernandez, F.1
Quigley, R.M.2
-
18
-
-
0023983771
-
Effect of low electrolyte concentration on hydraulic conductivity of sodium/calcium-montmorillonitesand system
-
Keren, R., and Singer, M. J. (1988). "Effect of low electrolyte concentration on hydraulic conductivity of sodium/calcium-montmorillonitesand system." Soil Sci. Soc. of Am. J., 52(2), 368-373.
-
(1988)
Soil Sci. Soc. of Am. J.
, vol.52
, Issue.2
, pp. 368-373
-
-
Keren, R.1
Singer, M.J.2
-
19
-
-
0004253056
-
-
Prentice-Hall, Inc., Englewood Cliffs, N.J.
-
Koerner, R. M. (1994). Designing with geosynthetics, 3rd Ed., Prentice-Hall, Inc., Englewood Cliffs, N.J.
-
(1994)
Designing with Geosynthetics, 3rd Ed.
-
-
Koerner, R.M.1
-
20
-
-
0342869130
-
-
A. A. Balkema, Rotterdam, The Netherlands
-
Koerner, R. M., Gartung, E., and Zanzinger, H. (1995). Geosynthetic clay liners. A. A. Balkema, Rotterdam, The Netherlands.
-
(1995)
Geosynthetic Clay Liners
-
-
Koerner, R.M.1
Gartung, E.2
Zanzinger, H.3
-
21
-
-
5344262693
-
Composition of leachates from actual hazardous waste sites
-
U.S. Envir. Protection Agency, Cincinnati, Ohio
-
McNabb, G. D., Payne, J. R., Harkins, P. C., Ellis, W. D., and Bramlett, J. A. (1987). "Composition of leachates from actual hazardous waste sites." Land Disposal, Remedial Action, Incineration and Treatment of Haz. Waste, Proc., 13th Annu. Res. Symp., EPA/600/9-87/015, U.S. Envir. Protection Agency, Cincinnati, Ohio, 130-138.
-
(1987)
Land Disposal, Remedial Action, Incineration and Treatment of Haz. Waste, Proc., 13th Annu. Res. Symp., EPA/600/9-87/015
, pp. 130-138
-
-
McNabb, G.D.1
Payne, J.R.2
Harkins, P.C.3
Ellis, W.D.4
Bramlett, J.A.5
-
22
-
-
0003950945
-
-
John Wiley & Sons, Inc., New York, N.Y.
-
Mitchell, J. K. (1993). Fundamentals of soil behavior, 2nd Ed., John Wiley & Sons, Inc., New York, N.Y.
-
(1993)
Fundamentals of Soil Behavior, 2nd Ed.
-
-
Mitchell, J.K.1
-
23
-
-
0023168276
-
Chemical effects on clay hydraulic conductivity
-
R. D. Woods, ed., ASCE, New York, N.Y.
-
Mitchell, J. K., and Madsen, F. T. (1987). "Chemical effects on clay hydraulic conductivity." Geotechnical practice for waste disposal '87, R. D. Woods, ed., ASCE, New York, N.Y., 87-116.
-
(1987)
Geotechnical Practice for Waste Disposal '87
, pp. 87-116
-
-
Mitchell, J.K.1
Madsen, F.T.2
-
25
-
-
0026356014
-
Long-term effect of an aqueous landfill leachate on the permeability of a compacted clay liner
-
Sai, J. O., and Anderson, D. C. (1991). "Long-term effect of an aqueous landfill leachate on the permeability of a compacted clay liner." Haz. Waste & Haz. Mat., 8(4), 303-312.
-
(1991)
Haz. Waste & Haz. Mat.
, vol.8
, Issue.4
, pp. 303-312
-
-
Sai, J.O.1
Anderson, D.C.2
-
26
-
-
0023213050
-
Bentonite matting in composite lining systems
-
R. D. Woods, ed., ASCE, New York, N.Y.
-
Schubert, W. R. (1987). "Bentonite matting in composite lining systems." Geotechnical practice for waste disposal '87, R. D. Woods, ed., ASCE, New York, N.Y., 784-796.
-
(1987)
Geotechnical Practice for Waste Disposal '87
, pp. 784-796
-
-
Schubert, W.R.1
-
27
-
-
0028579410
-
Waste-soil interactions that alter hydraulic conductivity
-
D. E. Daniel and S. J. Trautwein, eds., ASTM, West Conshohocken, Pa.
-
Shackelford, C. D. (1994). "Waste-soil interactions that alter hydraulic conductivity." Hydraulic conductivity and waste contaminant transport, ASTM STP 1142, D. E. Daniel and S. J. Trautwein, eds., ASTM, West Conshohocken, Pa., 111 -168.
-
(1994)
Hydraulic Conductivity and Waste Contaminant Transport, ASTM STP 1142
, pp. 111-168
-
-
Shackelford, C.D.1
-
28
-
-
0002035655
-
Results of laboratory tests on a geotextile/bentonite liner material
-
Industrial Fabrics Assn. Int., St. Paul, Minn.
-
Shan, H. Y., and Daniel, D. E. (1993). "Results of laboratory tests on a geotextile/bentonite liner material." Proc., Geosynthetics '91, Industrial Fabrics Assn. Int., St. Paul, Minn., 2, 517-535.
-
(1993)
Proc., Geosynthetics '91
, vol.2
, pp. 517-535
-
-
Shan, H.Y.1
Daniel, D.E.2
-
29
-
-
0018500982
-
Development of a synthetic municipal leachate
-
Stanforth, R., Ham, R., Anderson, M., and Stegmann, R. (1979). "Development of a synthetic municipal leachate." J. Water Pollution Control Fed., 51(7), 1965-1975.
-
(1979)
J. Water Pollution Control Fed.
, vol.51
, Issue.7
, pp. 1965-1975
-
-
Stanforth, R.1
Ham, R.2
Anderson, M.3
Stegmann, R.4
-
30
-
-
85033179978
-
-
Technical Guideline No. 1, Austin, Tex.
-
Texas Water Commission. (1985). "Waste evaluation/classification." Technical Guideline No. 1, Austin, Tex.
-
(1985)
Waste Evaluation/classification
-
-
-
31
-
-
5344269727
-
Geosynthetic clay liners: An overview
-
Trauger, R. (1992). "Geosynthetic clay liners: an overview." Pollution Engrg., (May), 44-47.
-
(1992)
Pollution Engrg.
, Issue.MAY
, pp. 44-47
-
-
Trauger, R.1
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