Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers with composite barriers

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 137, Issue 1, 2010, Pages 1-13

  Scalia, Joseph ^a   Benson, Craig H ^a  

^a UNIVERSITY OF WISCONSIN MADISON   (United States)

Author keywords

Cation exchange; Crystalline swell; Final cover; Geosynthetic clay liner; Hydration; Hydraulic conductivity; Landfill; Osmotic swell; Preferential flow

Indexed keywords

CATION EXCHANGES; CRYSTALLINE SWELL; FINAL COVER; GEOSYNTHETIC CLAY LINERS; OSMOTIC SWELL; PREFERENTIAL FLOWS;

CRYSTALLINE MATERIALS; DEIONIZED WATER; GEOSYNTHETIC MATERIALS; GROUNDWATER FLOW; HYDRATION; HYDRAULIC CONDUCTIVITY; LAND FILL; OSMOSIS; POSITIVE IONS; WASTE DISPOSAL;

WATER CONTENT;

BARRIER (EQUIPMENT); CLAY LINER; COMPOSITE; GEOSYNTHETICS; HYDRATION; HYDRAULIC CONDUCTIVITY; ION EXCHANGE; LANDFILL; OSMOSIS; PREFERENTIAL FLOW; WATER CONTENT;

EID: 77958088151     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000407     Document Type: Article

References (33)

1. Albright W.H. Field water balance of landfill final covers. J. Environ. Qual. 2004, 33(6):2317-2332. JEVQAA, 0047-2425, 10.2134/jeq2004.2317.
2. Benson C.H. Meer S.R. Relative abundance of monovalent and divalent cations and the impact of desiccation on geosynthetic clay liners. J. Geotech. Geoenviron. Eng. 2009, 135(3):349-358. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2009)135:3(349), and.
3. Benson C.H. Thorstad P.A. Jo H. Rock S.A. Hydraulic performance of geosynthetic clay liners in a landfill final cover. J. Geotech. Geoenviron. Eng. 2007, 133(7):814-827. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2007)133:7(814), and.
4. Bradshaw S.L. Effect of cation exchange during subgrade hydration and leachate permeation. 2008, M.S. thesis, Univ. of Wisconsin, Madison, Wis.
5. Daniel D.E. Clay liners. Geotech. Practice for Waste Disposal 1993, 137-163. Chap. 7, Chapman & Hall, London.
6. Egloffstein T.A. Natural bentonites-influence of the ion exchange and partial desiccation on permeability and self-healing capacity of bentonites used in GCLs. Geotext. Geomembr. 2001, 19:427-444. ZZZZZZ, 0266-1144, 10.1016/S0266-1144(01)00017-6.
7. Egloffstein T.A. Bentonite as sealing material in geosynthetic clay liners-influence of the electrolytic concentration, the ion exchange and ion exchange with simultaneous partial desiccation on permeability. Clay geosynthetic barriers 2002, H. Zanzinger, R. Koerner, E. Gartung, and eds., Swets and Zeitlinger, Lisse, The Netherlands, 141-153.
8. Gleason M.H. Daniel D.E. Eykholt G.R. Calcium and sodium bentonite for hydraulic containment applications. J. Geotech. Eng. 1997, 118(5):438-445. 0733-9410, and.
9. Guyonnet D. Geosynthetic clay liner interaction with leachate: Correlation between permeability, microstructure, and surface chemistry. J. Geotech. Geoenviron. Eng. 2005, 131(6):740-749. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2005)131:6(740).
10. Jo H. Benson C.H. Shackelford C.D. Lee J. Edil T.B. Long-term hydraulic conductivity of a non-prehydrated geosynthetic clay liner permeated with inorganic salt solutions. J. Geotech. Geoenviron. Eng. 2005, 131(4):405-417. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2005)131:4(405), and.
11. Jo H. Katsumi T. Benson C.H. Edil T.B. Hydraulic conductivity and swelling of nonprehydrated GCLs permeated with single-species salt solutions. J. Geotech. Geoenviron. Eng. 2001, 127(7):557-567. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2001)127:7(557), and.
12. Kolstad D.C. Benson C.H. Edil T.D. Hydraulic conductivity and swell of nonprehydrated GCLs permeated with multi-species inorganic solutions. J. Geotech. Geoenviron. Eng. 2004, 130(12):1236-1249. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2004)130:12(1236), and.
13. Lee J. Shackelford C.D. Benson C.H. Jo H. Edil T.B. Correlating index properties and hydraulic conductivity of geosynthetic clay liners. J. Geotech. Geoenviron. Eng. 2005, 131(11):1319-1329. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2005)131:11(1319), and.
14. Lin L. Benson C.H. Effect of wet-dry cycling on swelling and hydraulic conductivity of GCLs. J. Geotech. Geoenviron. Eng. 2000, 126(1):40-49. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2000)126:1(40), and.
15. Martin R.T. Adsorbed water on clay: A review. Proc., 9th Nat. Conf. on Clays and Clay Minerals 1960, Clay Minerals Society, Lafayette, Ind.
16. McBride M.B. Environmental chemistry of soils 1994, Oxford University Press, New York.
17. McKnight T.L. Hess D. Physical geography: landscape appreciation 2007, and 9th Ed., Prentice-Hall, Upper Saddle River, N.J.
18. Meer S.R. In-service hydraulic conductivity of GCLs in landfill covers: Laboratory and field studies. 2004, M.S. thesis, Univ. of Wisconsin, Madison, Wis.
19. Meer S.R. Benson C.H. Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers. J. Geotech. Geoenviron. Eng. 2007, 133(5):550-563. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2007)133:5(550), and.
20. Melchior S. Field studies and excavations of geosynthetic clay barriers in landfill covers. Clay geosynthetic barriers 2002, 321-330. H. Zanzinger, R. M. Koerner, E. Gartung, and eds. Swets and Zeitlinger, Lisse, The Netherlands.
21. Mesri G. Olson R.E. Mechanisms controlling the permeability of clays. Clays Clay Miner. 1971, 19:151-158. CLCMAB, 0009-8604, 10.1346/CCMN.1971.0190303, and.
22. Mitchell J.K. Fundamentals of soil behavior 1993, 2nd Ed., Wiley, New York.
23. Mooney R.W. Keenan A.G. Wood L.A. Adsorption of water vapor by montmorillonite. II. Effect of exchangeable ions and lattice swelling as measured by X-ray diffraction. J. Am. Chem. Soc. 1952, 74(6):1371-1374. JACSAT, 0002-7863, 10.1021/ja01126a002, and.
24. Norrish K. Quirk J.P. Crystalline swelling of montmorillonite, use of electrolytes to control swelling. Nature 1954, 173:255-257. NATUAS, 0028-0836, 10.1038/173255a0, and.
25. Petrov R.J. Rowe R.K. Geosynthetic clay liner (GCL)-Chemical compatibility by hydraulic conductivity testing and factors impacting its performance. Can. Geotech. J. 1997, 34:863-885. CGJOAH, 0008-3674, 10.1139/cgj-34-6-863, and.
26. Scalia J. Benson C.H. Effect of permeant water on the hydraulic conductivity of exhumed GCLs. Geotech. Test. J. 2010a, 33(3):1-11. GTJODJ, 0149-6115, and.
27. Scalia J. Benson C.H. Preferential flow in geosynthetic clay liners exhumed from final covers with composite barriers. Can. Geotech. J. 2010b, 47:1101-1111. CGJOAH, 0008-3674, 10.1139/T10-018, and (10).
28. Shackelford C.D. Benson C.H. Katsumi T. Edil T.B. Lin L. Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids. Geotext. Geomembr. 2000, 18:133-161. ZZZZZZ, 0266-1144, 10.1016/S0266-1144(99)00024-2, and.
29. Shan H. Daniel D.E. Results of laboratory tests on a geotextile/bentonite liner material. Proc., Geosynthetic '91 1991, 517-535. and Industrial Fabrics Association International, St. Paul, Minn.
30. Shang J.Q. Lo K.Y. Quigley R.M. Quantitative determination of potential distribution in Stern-Guoy double-layer mode. Can. Geotech. J. 1994, 31:624-636. CGJOAH, 0008-3674, 10.1139/t94-075, and.
31. Thiel R.S. Criley K. Hydraulic conductivity of partially prehydrated GCLs under high effective confining stress for three real leachates. Waste containment and remediation, GSP 142 2005, and ASCE, Reston, Va.
32. Hydration of GCLs adjacent to soil layers. 1996, U.S. EPA, Rep. No.600/R-96 /149, Office of Research and Development, Washington, D.C.
33. Method 6010B: Inductively coupled plasma-atomic emission spectrometry, physical/chemical methods SW846 2007, U.S. EPA, 3rd Ed., Office of Solid Waste and Emergency Response, Washington, D.C.