-
1
-
-
0028565933
-
Representative specimen size for hydraulic conductivity assessment of compacted soil liners
-
Hydraulic Conductivity and Waste Contaminant Transport in Soil. Daniel D.E., and Trautwein S. (Eds), American Society for Testing and Materials, Philadelphia
-
Benson C.H., Hardianto F.S., and Motan E.S. Representative specimen size for hydraulic conductivity assessment of compacted soil liners. In: Daniel D.E., and Trautwein S. (Eds). Hydraulic Conductivity and Waste Contaminant Transport in Soil. ASTM STP 1142 (1994), American Society for Testing and Materials, Philadelphia 3-29
-
(1994)
ASTM STP 1142
, pp. 3-29
-
-
Benson, C.H.1
Hardianto, F.S.2
Motan, E.S.3
-
4
-
-
33748577955
-
-
Bozbey, I., 2002. Effect of Lime and Compaction Effort on Hydraulic Conductivity of Clay Liners in Laboratory and in Situ Scales. Ph.D. Thesis submitted to Bogazici University, in English, Istanbul, Turkey.
-
-
-
-
5
-
-
0025567678
-
-
Cartwright, K., Krapac, I.G., 1990. Construction and Performance of a Long Term Earthen Liner Experiment. Waste Containment Systems, Construction, Regulation and Performance, Geotechnical Special Publication No. 26, ASTM, pp. 135-155.
-
-
-
-
7
-
-
33748523781
-
-
Chian, E.S.K., DeWalle, F.B., 1977. Evaluation of leachate treatment. Characterization of Leachate, vol. I. EPA-600/2-77-186a, US Environmental Protection Agency, Cincinnati.
-
-
-
-
8
-
-
0025660864
-
Water content-density criteria for compacted soil liners
-
Daniel D.E., and Benson C.H. Water content-density criteria for compacted soil liners. Journal of Geotechnical Engineering 116 12 (1990) 1811-1830
-
(1990)
Journal of Geotechnical Engineering
, vol.116
, Issue.12
, pp. 1811-1830
-
-
Daniel, D.E.1
Benson, C.H.2
-
9
-
-
0022582313
-
-
Daniel, D.E., Trautwein, S.J., 1986. Field permeability test for Earthen liner. In: Proceedings of the In-Situ'86, ASCE Specialty Conference on Use of In-Situ Tests in Geotechnical Engineering. Virginia Polytechnic Institute and State University, Blacksburg, pp. 146-160.
-
-
-
-
10
-
-
33748544557
-
-
Das, B.M., 2002. Principles of Geotechnical Engineering. Brooks/Cole, Thomson Learning, fifth ed., USA, ISBN 0-534-38742-X.
-
-
-
-
11
-
-
33748520507
-
-
Eades, J.L., Grim, R.E., 1966. A Quick Test to Determine Lime Requirements for Lime Stabilization. Highway Research Record No. 139, pp. 61-72.
-
-
-
-
12
-
-
33748548007
-
-
Erses, A.S., 2001. In Situ Mobilization of the Selected Heavy Metals by Sulfide Compounds in Landfills under Methanogenetic Conditions. MS Thesis, Bogazici University.
-
-
-
-
13
-
-
33748520161
-
-
Guler, E., Avci, C., 1993. Comparison of Turkish and USA regulations in terms of landfill liner design (in Turkish). In: Proceedings of the Sixth National Clay Symposium. Bogazici University, Istanbul, Turkey, pp. 181-186.
-
-
-
-
15
-
-
0021075199
-
Chemical-physical leachate treatment
-
Keenan J.D., Steiner R.L., and Fungaroli A.A. Chemical-physical leachate treatment. Journal of the Environmental Engineering Division, ASCE 109 EE6 (1983) 1371-1384
-
(1983)
Journal of the Environmental Engineering Division, ASCE
, vol.109
, Issue.EE6
, pp. 1371-1384
-
-
Keenan, J.D.1
Steiner, R.L.2
Fungaroli, A.A.3
-
17
-
-
0025572869
-
Laboratory investigations on the lime stabilization of sensitive clays: shear strength and development
-
Locat J., Bérubé M.A., and Choquette M. Laboratory investigations on the lime stabilization of sensitive clays: shear strength and development. Canadian Geotechnical Journal 27 (1990) 294-304
-
(1990)
Canadian Geotechnical Journal
, vol.27
, pp. 294-304
-
-
Locat, J.1
Bérubé, M.A.2
Choquette, M.3
-
18
-
-
0030209407
-
Mechanical and hydraulic behavior of a soft inorganic clay treated with lime
-
Locat J., Tremblay H., and Leroueil S. Mechanical and hydraulic behavior of a soft inorganic clay treated with lime. Canadian Geotechnical Journal 33 (1996) 654-669
-
(1996)
Canadian Geotechnical Journal
, vol.33
, pp. 654-669
-
-
Locat, J.1
Tremblay, H.2
Leroueil, S.3
-
20
-
-
33748551288
-
-
McCallister, L.D., Petry, T.M., 1991. Physical property changes in a lime treated expansive clay due to leaching. In: Proceedings of the Seventh Annual Meeting. Transportation Research Board, Washington, DC.
-
-
-
-
21
-
-
57249105068
-
Compressibility and hydraulic conductivity of a chemically treated expansive clay
-
Nalbantoglu R.S., and Tuncer E.R. Compressibility and hydraulic conductivity of a chemically treated expansive clay. Canadian Geotechnical Journal 38 (2001) 154-160
-
(2001)
Canadian Geotechnical Journal
, vol.38
, pp. 154-160
-
-
Nalbantoglu, R.S.1
Tuncer, E.R.2
-
23
-
-
33748553303
-
-
Townsend, D.L., Klym, T.W., 1966. Durability of lime stabilized soils. Highway Research Board Bulletin, No. 139, Washington, DC, pp. 25-41.
-
-
-
-
24
-
-
0028575242
-
-
Trautwein, S.J., Boutwell, G.P., 1994. In situ hydraulic conductivity tests for compacted soil liners and caps. In: Daniel D.E., Trautwein S. (Eds.), Hydraulic Conductivity and Waste Contaminant Transport in Soil, ASTM STP 1142, Philadelphia, pp. 184-226.
-
-
-
-
25
-
-
0025546312
-
-
Trautwein, S.J., Williams, C.E., 1990. Performance Evaluation of Earthen Liners. Waste Containment Systems: Construction, Regulation and Performance, Geotechnical Special Publication, No. 26, ASCE, pp. 30-51.
-
-
-
-
26
-
-
33748542226
-
-
TRB, 1987. Stabilization-reactions, properties, design and construction: State of the Art Report No: 5, TRB, National Research Council, Washington.
-
-
-
-
27
-
-
0032215751
-
A new landfill liner to reduce ground water contamination from heavy metals
-
Tsai T., and Vesilind P.A. A new landfill liner to reduce ground water contamination from heavy metals. Journal of Environmental Engineering 24 11 (1998) 1061-1065
-
(1998)
Journal of Environmental Engineering
, vol.24
, Issue.11
, pp. 1061-1065
-
-
Tsai, T.1
Vesilind, P.A.2
-
28
-
-
33748546886
-
-
Turkish Environmental Regulations for Control of Solid Waste, 1991. Published by Turkish Republic of Ministry of Environment.
-
-
-
-
29
-
-
33748528910
-
-
US EPA, 1993. MSW Landfill Criteria Technical Manual, Subpart D, Environmental Protection Agency, Cincinnati.
-
-
-
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