Membrane behavior of compacted clay liners

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 136, Issue 10, 2010, Pages 1368-1382

  Kang, Jong Beom ^a,b   Shackelford, Charles D ^b  

^a Engineering Analytics Inc   (United States)

^b Department of Mechanical Engineering   (United States)

Author keywords

Bentonite; Chemico osmosis; Clay liners; Clay membranes; Compacted soils; Seepage

Indexed keywords

CHEMICO-OSMOSIS; CLAY BARRIERS; CLAY LINERS; CLAY MEMBRANES; COMPACTED CLAY LINER; COMPACTED SOIL; DRY WEIGHT; HIGH SWELLING; LIQUID FLUX; MEMBRANE BEHAVIOR; MEMBRANE EFFICIENCIES; NATURAL CLAYS; POTENTIAL BENEFITS; SEMI-PERMEABLE MEMBRANES; SMECTITES; SODIUM BENTONITE; WASTE CONTAINMENT;

BENTONITE; CLAY DEPOSITS; OSMOSIS MEMBRANES; SEEPAGE; SILICATE MINERALS; SOILS;

CLAY MINERALS;

BENTONITE; BOUNDARY CONDITION; CLAY LINER; COMPACTION; CONTAINMENT; HYDRAULIC CONDUCTIVITY; SEEPAGE;

EID: 77956858219     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000358     Document Type: Article

References (39)

1. Bader S. Heister K. The effect of membrane potential on the development of chemical osmotic pressure in compacted clay. J. Colloid Interface Sci. 2006, 297(1):329-340. JCISA5, 0021-9797, 10.1016/j.jcis.2005.10.036
2. Barbour S.L. Fredlund D.G. Mechanisms of osmotic flow and volume change in clay soils. Can. Geotech. J. 1989, 26(4):551-562. CGJOAH, 0008-3674, 10.1139/t89-068
3. Benson C.H. Daniel D.E. Boutwell G.P. Field performance of compacted clay liners. J. Geotech. Geoenviron. Eng. 1999, 125(5):390-403. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(1999)125:5(390)
4. Daniel D.E. State-of-the-art: Laboratory hydraulic conductivity test for saturated soils. Hydraulic conductivity and waste contaminant transport in soil 1994, 30-78. D. E. Daniel, S. J. Trautwein, 10.1520/STP23884S, ASTM, West Conshohocken, Pa.
5. Daniel D.E. Benson C.H. Water content-density criteria for compacted soil liners. J. Geotech. Engrg. 1990, 116(12):1811-1830. JGENDZ, 0733-9410, 10.1061/(ASCE)0733-9410(1990)116:12(1811)
6. Dominijanni A. Manassero M. Modelling osmosis and solute transport through clay membrane barriers. 2005, Geo-Frontiers 2005, ASCE, Reston, Va.
7. Evans J.C. Shackelford C.D. Yeo S.-.S. Henning J. Membrane behavior of soil-bentonite slurry-trench cutoff walls. Soil Sediment Contam. 2008, 17(4):316-322. SSCOC6, 1532-0383, 10.1080/15320380802143880
8. Henning J.T. Chemico-osmotic efficiency of two real world SB slurry trench cutoff wall backfills. 2004, MS thesis, Bucknell Univ., Lewisburg, Pa.
9. Henning J.T. Evans J.C. Shackelford C.D. Membrane behavior of two backfills from field-constructed soil-bentonite cutoff walls. J. Geotech. Geoenviron. Eng. 2006, 132(10):1243-1249. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2006)132:10(1243)
10. Howell J.L. Shackelford C.D. Amer N.H. Stern R.T. Compaction of sand-processed clay soil mixtures. Geotech. Test. J. 1997, 20(4):443-458. GTJODJ, 0149-6115, 10.1520/GTJ10411J
11. Kang J.B. Membrane behavior of clay liner materials. 2008, Ph.D. thesis, Colorado State Univ., Fort Collins, Colo.
12. Kang J.B. Shackelford C.D. Clay membrane testing using a flexible-wall cell under closed-system boundary conditions. Appl. Clay Sci. 2009, 44(1-2):43-58. ACLSER, 0169-1317, 10.1016/j.clay.2009.01.006
13. Keijzer T.S. Kleingeld P.J. Loch J.P. G. Chemical osmosis in compacted clayey material and the prediction of water transport. Eng. Geol. 1999, 53(2):151-159.
14. Keijzer T.S. Loch J.P. G. Chemical osmosis in compacted dredging sludge. Soil Sci. Soc. Am. J. 2001, 65(4):1045-1055. SSSJD4, 0361-5995
15. Kemper W.D. Rollins J.B. Osmotic efficiency coefficients across compacted clays. Soil Sci. Soc. Am. Proc. 1966, 30(5):529-534. SSSAA8, 0038-0776
16. Kharaka Y.K. Smalley W.C. Flow of water and solutes through compacted clays. Bulletin of the American Association of Petroleum Geologists 1976, 60(6):973-980.
17. Kodikara J.K. Rahman F. Effects of specimen consolidation on the laboratory hydraulic conductivity measurement. Can. Geotech. J. 2002, 39(4):908-923. CGJOAH, 0008-3674, 10.1139/t02-036
18. Lu N. Olsen H.W. Likos W.J. Appropriate material properties for advective-diffusive solute flux in membrane soil. J. Geotech. Geoenviron. Eng. 2004, 130(12):1341-1346. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2004)130:12(1341)
19. Malusis M.A. Shackelford C.D. Chemico-osmotic efficiency of a geosynthetic clay liner. J. Geotech. Geoenviron. Eng. 2002a, 128(2):97-106. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2002)128:2(97)
20. Malusis M.A. Shackelford C.D. Coupling effects during steady-state solute diffusion through a semipermeable clay membrane. Environ. Sci. Technol. 2002b, 36(6):1312-1319. ESTHAG, 0013-936X, 10.1021/es011130q
21. Malusis M.A. Shackelford C.D. Explicit and implicit coupling during solute transport through clay membrane barriers. J. Contam. Hydrol. 2004a, 72(1-4):259-285. JCOHE6, 0169-7722, 10.1016/j.jconhyd.2003.12.002
22. Malusis M.A. Shackelford C.D. Predicting solute flux through a clay membrane barrier. J. Geotech. Geoenviron. Eng. 2004b, 130(5):477-487. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2004)130:5(477)
23. Malusis M.A. Shackelford C.D. Olsen H.W. A laboratory apparatus to measure chemico-osmotic efficiency coefficients for clay soils. Geotech. Test. J. 2001, 24(3):229-242. GTJODJ, 0149-6115, 10.1520/GTJ11343J
24. Malusis M.A. Shackelford C.D. Olsen H.W. Flow and transport through clay membrane barriers. Eng. Geol. 2003, 70(3-4):235-248.
25. Manassero M. Dominijanni A. Modelling the osmosis effect on solute migration through porous media. Geotechnique 2003, 53(5):481-492. GTNQA8, 0016-8505
26. McKelvey J.G. Milne I.H. The flow of salt solutions through compacted clay. Clays and Clay Minerals 1960, 9(1):248-259. 10.1346/CCMN.1960.0090114, 0009-8604
27. Milne I.H. McKelvey J.G. Trump R.P. Permeability and salt-filtering properties of compacted clay. Clays and Clay Minerals 1962, 11(1):250-251. 10.1346/CCMN.1962.0110124, 0009-8604
28. Olsen H.W. Yearsley E.N. Nelson K.R. Chemico-osmosis versus diffusion-osmosis. 1990, 15-22. Transportation Research Record No.1288, Transportation Research Board, Washington D.C.
29. Rolfe P.F. Aylmore L.A. G. Water and salt flow through compacted clays: II. Electrokinetics and salt sieving. J. Colloid Interface Sci. 1981, 79(2):301-307. JCISA5, 0021-9797, 10.1016/0021-9797(81)90081-3
30. Shackelford C.D. Waste-soil interactions that alter hydraulic conductivity. Hydraulic conductivity and waste contaminant transport in soil 1994, 111-168. D. E. Daniel, S. J. Trautwein, 10.1520/STP23887S, ASTM, West Conshohocken, Pa.
31. Shackelford C.D. Lee J.-.M. The destructive role of diffusion on clay membrane behavior. Clays Clay Miner. 2003, 51(2):186-196. CLCMAB, 0009-8604, 10.1346/CCMN.2003.0510209
32. Shackelford C.D. Malusis M.A. Majeski M.J. Stern R.T. Electrical conductivity breakthrough curves. J. Geotech. Geoenviron. Eng. 1999, 125(4):260-270. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(1999)125:4(260)
33. Shackelford C.D. Malusis M.A. Olsen H.W. Clay membrane barriers for waste containment. Geotech. News 2001, 19(2):39-43. GENWER, 0823-650X
34. Shackelford C.D. Malusis M.A. Olsen H.W. Clay membrane behavior for geoenvironmental containment. Soil and Rock America Conf. 2003 2003, 1:767-774. P. J. Culligan, H. H. Einstein, A. J. Whittle, and ., eds., Vol., Verlag Glückauf GMBH, Essen, Germany
35. Van Impe P.O. Consolidation, contaminant transport and chemico-osmotic effects in liner materials. 2002, Ph.D. thesis, Univ. of Ancona, Ancona, Italy.
36. Whitworth T.M. Fritz S.J. Electrolyte-induced solute permeability effects in compacted smectite membranes. Appl. Geochem. 1994, 9(5):533-546. APPGEY, 0883-2927, 10.1016/0883-2927(94)90015-9
37. Whitworth T.M. Ghazifard A. Membrane effects in clay-lined inward gradient landfills. Appl. Clay Sci. 2009, 43(2):248-252. ACLSER, 0169-1317, 10.1016/j.clay.2008.07.026
38. Yeo S.-.S. Hydraulic conductivity, consolidation, and membrane behavior of model backfill-slurry mixtures for vertical cutoff walls. 2003, MS thesis, Colorado State Univ., Fort Collins, Colo.
39. Yeo S.-.S. Shackelford C.D. Evans J.C. Membrane behavior of model soil-bentonite backfills. J. Geotech. Geoenviron. Eng. 2005, 131(4):418-429. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2005)131:4(418)