Moisture retention properties of municipal solid waste in relation to compression

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 138, Issue 4, 2012, Pages 535-543

  Stoltz, Guillaume ^a   Tinet, Anne Julie ^a   Staub, Matthias J ^a,b   Oxarango, Laurent ^a   Gourc, Jean Pierre ^a  

^a UNIV GRENOBLE ALPES   (France)

^b Veolia Environnement Recherche et Innovation   (France)

Author keywords

Compression; Controlled suction oedometer; Moisture retention curve; Municipal solid waste (MSW); Pore size distribution

Indexed keywords

FIELD CAPACITY; LABORATORY SET-UP; MATRIC SUCTIONS; MOISTURE RETENTION; MOISTURE RETENTION CURVE; OEDOMETERS; POROUS MEDIUM; STRUCTURAL EVOLUTION;

COMPACTION; PORE SIZE; POROUS MATERIALS; SOIL MECHANICS; WETTING;

MUNICIPAL SOLID WASTE;

COMPRESSION; DRAINAGE; FIELD CAPACITY; HYSTERESIS; MOISTURE CONTENT; MUNICIPAL SOLID WASTE; OEDOMETER TEST; POROUS MEDIUM; RETENTION; SIZE DISTRIBUTION; WETTING;

EID: 84859837786     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000616     Document Type: Article

References (44)

1. Beaven R.P. Cox S.E. Powrie W. Operation and performance of horizontal wells for leachate control in waste landfill. J. Geotech. Geoenviron. Eng. 2007, 133(8):1040-1047. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2007)133:8(1040).
2. Beaven R.P. Barker J.A. Hudson A. Description of tracer test through waste and application of double porosity model. Proc., Sardinia 2003. Ninth Int. Waste Manage. and Landfill Symp. 2003.
3. Benson C.H. Barlaz M.A. Lane D.T. Rawe J.M. Practice review of five bioreactor/recirculation landfills. Waste Manage. 2007, 27(1):13-29. WAMAE2, 0956-053X, 10.1016/j.wasman.2006.04.005.
4. Benson C. Wang X. Soil water characteristic curves for solid waste. 1998, 1-6. and Environ. Geotechnics Rep. 98-13, Dept. of Civil and Environ. Eng., Univ. of Wisconsin-Madison.
5. Blight G.E. Ball J.M. Blight J.J. Moisture and suction in sanitary landfills in semiarid areas. J. Environ. Eng. 1992, 118(6):865-877. JOEEDU, 0733-9372, 10.1061/(ASCE)0733-9372(1992)118:6(865).
6. Breitmeyer R.J. Benson C.H. Measurement of unsaturated hydraulic properties of municipal solid waste. GeoFrontiers 2011 Advances in Geotech. Eng., GSP No. 211 2011, 1433-1442. J. Han, D. Alazamora and eds., ASCE, Reston, VA.
7. Breitmeyer R.J. Bareither C.A. Benson C.H. Edil T.B. Barlaz M.A. Field-scale lysimeter experiment to study hydrologic and mechanical properties of municipal solid waste. Proc., Global Waste Manage. Symp. 2008 2008, 1-11. and Penton Media.
8. Brooks R.H. Corey A.T. 1964, 1-27. Hydraulic Properties of Porous Media, Colorado State Univ. Hydrology Paper No. 3., Colorado State Univ., Fort Collins, CO.
9. Capelo J. Castro M.A. H. Measuring transient water flow in unsaturated municipal solid waste-a new experimental approach. Waste Manage. 2007, 27(6):811-819. WAMAE2, 0956-053X, 10.1016/j.wasman.2006.04.012, de.
10. Chen Y. Han K. Fredlund G. Zhan L. Xie Y. Secondary compression of municipal solid wastes and compression model for predicting settlement of municipal solid waste landfills. J. Geotech. Geoenviron. Eng. 2010, 136(5):706-717. JGGEFK, 1090-0241, 10.1061/(ASCE)GT.1943-5606.0000273.
11. Christensen T.H. Kjeldsen P. Lindhardt B. Gas-generating processes in landfills. Landfilling of waste 1996, T. H. Christensen, R. Cosu, R. Stegmann In: eds., Biogas. & FN Spon, London.
12. The handbook of groundwater engineering 1998, J. Delleur, Ed. CRC Press, Boca Raton, FL.
13. Durmusoglu E. Corapcioglu M.Y. Tuncay K. Landfill settlement with decomposition and gas generation. J. Environ. Eng. 2005, 131(9):1311-1321. JOEEDU, 0733-9372, 10.1061/(ASCE)0733-9372(2005)131:9(1311).
14. El-Fadel M. Findikakis A.N. Leckie J.O. Modeling leachate generation and transport in solid waste landfills. Environ. Technol. 1997, 18(7):669-686. ENVTEV, 0959-3330, 10.1080/09593331808616586.
15. Gourc J.-P. Staub M.J. Conte M. Decoupling MSW settlement into mechanical and biochemical processes-modelling and validation on large-scale setups. Waste Manage. 2010, 30(8-9):1556-1568. WAMAE2, 0956-053X, 10.1016/j.wasman.2010.03.004.
16. Haydar M.M. Khire M.V. Leachate recirculation using horizontal trenches in bioreactor landfills. J. Geotech. Geoenviron. Eng. 2005, 131(7):837-847. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2005)131:7(837).
17. Hettiarachchi H. Meegoda J. Hettiaratchi P. Effects of gas and moisture on modeling of bioreactor landfill settlement. Waste Manage. 2009, 29(3):1018-1025. WAMAE2, 0956-053X, 10.1016/j.wasman.2008.08.018.
18. Hudson A.P. White J.K. Beaven R.P. Powrie W. Modelling the compression behaviour of landfilled domestic waste. Waste Manage. 2004, 24(3):259-269. WAMAE2, 0956-053X, 10.1016/j.wasman.2003.12.003.
19. Kazimoglu Y.K. McDougall J.R. Pyrah I.C. Moisture retention and movement in landfilled waste. Proc., Geoprob 2005, Int. Conf. on Problematic Soils 2005, 307-314. H. Bilsel ed., Eastern Mediterranean Univ., North Cyprus, Turkey.
20. Khire M.V. Mukherjee M. Leachate injection using vertical wells in bioreactor landfills. Waste Manage. 2007, 27(9):1233-1247. WAMAE2, 0956-053X, 10.1016/j.wasman.2006.07.010.
21. Korfiatis G.P. Demetracopoulos A.C. Bouridimos E.L. Nawy E.G. Moisture transport in solid waste column. J. Environ. Eng. 1984, 110(4):789-796. JOEEDU, 0733-9372, dx.doi.org/10.1061/(ASCE)0733-9372(1984)110:4(780).
22. Machado S.L. Carvalho M.F. Vilar O.M. Constitutive model for municipal solid waste. J. Geotech. Geoenviron. Eng. 2002, 128(11):940-951. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(2002)128:11(940).
23. McDougall J. hydro-bio-mechanical model for settlement and other behaviour in landfilled waste. Comput. Geotech. 2007, 34(4):229-246. CGEOEU, 0266-352X, 10.1016/j.compgeo.2007.02.004,.
24. Münnich K. Ziehmann G. Fricke K. Hydraulic behavior of mechanical biological pre-treated waste. Proc., Sardinia 2003 Ninth Int. Waste Manage. and Landfill Symp. 2003 CISA, Padova, Italy.
25. Nahlawi H. Bouazza A. Kodikara J. Characterisation of geotextiles water retention using modified capillary pressure cell. Geotext. Geomembr. 2007, 25(3):186-193. 0266-1144, 10.1016/j.geotexmem.2006.12.001.
26. Olivier F. Gourc J.P. Hydro-mechanical behavior of municipal solid waste subject to leachate recirculation in large-scale compression reactor cell. Waste Manage. 2007, 27(1):44-58. WAMAE2, 0956-053X, 10.1016/j.wasman.2006.01.025.
27. Orta de Velasquez M.T. Cruz-Rivera R. Rojas-Valencia N. Monje-Ramirez I. Sanchez-Gomez J. Determination of field capacity of municipal solid waste with surcharge simulation. Waste Manage. Res. 2003, 21(2):137-144. WMARD8, 0734-242X, 10.1177/0734242X0302100207
28. Pommier S. Chenu D. Quintard M. Lefebvre X. logistic model for the prediction of the influence of water on the solid waste methanisation in landfills. Biotechnol. Bioeng. 2007, 97(3):473-482. BIBIAU, 0006-3592, 10.1002/bit.21241.
29. Reddy K.R. Hettiarachchi H. Parakalla N. Hydraulic conductivity of MSW in landfills. J. Environ. Eng. 2009, 135(8):677-683. JOEEDU, 0733-9372, 10.1061/(ASCE)EE.1943-7870.0000031.
30. Reinhart D.R. Townsend T.G. Landfill bioreactor design and operation 1997, and Lewis, Boca Raton, FL.
31. Reyes-Lopez J.A. Ramirez-Hernandez J. Lazaro-Mancilla O. Martin-Loeches Garrido M. Assessment of groundwater contamination by landfill leachate: case in Mexico. Waste Manage. 2008, 28(Supp. 1):S33-S39. WAMAE2, 0956-053X, 10.1016/j.wasman.2008.03.024,.
32. Rosqvist H. Destouni G. Solute transport through preferential pathways in municipal solid waste. J. Contam. Hydrol. 2000, 46(1-2):39-60. JCOHE6, 0169-7722, 10.1016/S0169-7722(00)00127-3.
33. Staub M. Gallieti B. Oxarango L. Khire M.V. Gourc J.-P. Porosity and hydraulic conductivity of MSW using laboratory-scale tests. Proc., HPM3, Third Int. Workshop Hydro-Physico-Mechanics of Landfills 2009, 1-9. Technische Universität Braunschweig, Braunschweig, Germany.
34. Stoltz G. Gourc J.-P. Oxarango L. Liquid and gas permeabilities of unsaturated municipal solid waste under compression. J. Contam. Hydrol. 2010, 118(1-2):27-42. JCOHE6, 0169-7722, 10.1016/j.jconhyd.2010.07.008, and (a)..
35. Stoltz G. Gourc J.-P. Oxarango L. Characterisation of the physico-mechanical parameters of MSW. Waste Manage. 2010, 30(8-9):1439-1449. WAMAE2, 0956-053X, 10.1016/j.wasman.2010.03.016, and (b)..
36. Tinet A.-J. Experimental and theoretical assessment of the multi-domain flow behaviour in waste body during leachate infiltration. Waste Manage. 2011, 31(8):1797-1806. WAMAE2, 0956-053X, 10.1016/j.wasman.2011.03.003,.
37. Tinjum J.M. Benson C.H. Blotz L.R. Soil-water characteristic curves for compacted clays. J. Geotech. Geoenviron. Eng. 1997, 123(11):1060-1069. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(1997)123:11(1060).
38. Van Genuchten M.T. closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci. Soc. Am. J. 1980, 44(5):892-898. SSSJD4, 1435-0661, 10.2136/sssaj1980.03615995004400050002x,.
39. Vigneault H. Lefebvre R. Nastev M. Numerical simulation of the radius of influence for landfill gas wells. Vadose Zone, J. 2004, 3(3):909-916. VZJAAB, 1539-1663, org/10.2136/vzj2004.0909.
40. Yuen S.T. S. Wang Q.J. Styles J.R. McMahon T.A. Water balance comparison between dry and wet landfill-a full-scale experiment. J. Hydrol. (Amsterdam) 2001, 251(1-2):29-48. JHYDA7, 0022-1694, 10.1016/S0022-1694(01)00432-2,.
41. Zamorano M. Molero E. Hurtado A. Grindlay A. Ramos A. Evaluation of municipal landfill site in Southern Spain with GIS-aided methodology. J. Hazard. Mater. 2008, 160(2-3):473-481. JHMAD9, 0304-3894, 10.1016/j.jhazmat.2008.03.023.
42. Zeiss C. Uguccioni M. Modified flow parameters for leachate generation. Water Environ. Res. 1997, 69(3):276-284. WAERED, 1061-4303, 10.2175/106143097X125452.
43. Zhan T.L. T. Ling D. Jang W.-J. Chen Y. Hydrogeological characterization of Suzhou landfill of municipal solid wastes. Proc., Geocongress 2008, Geotechnics of Waste Management and Remediation 2008, ASCE, Reston, VA.
44. Zornberg J.G. Jernigan B.L. Sanglerat T.R. Cooley B.H. Retention of free liquids in landfills undergoing vertical expansion. J. Geotech. Geoenviron. Eng. 1999, 125(7):583-594. JGGEFK, 1090-0241, 10.1061/(ASCE)1090-0241(1999)125:7(583).