Laboratory investigation of compaction characteristics of fresh and degraded municipal solid waste

Central Public Health and Environmental Engineering Organization. Manual on SWM 2016 Ministry of Urban Development. New Delhi: Government of India; 2000.

Pulat FH, Yukselen-Aksoy Y. Compaction behavior of synthetic and natural MSW samples in different compositions. Waste Manag Res. 2013;31(12):1–7.

Dixon N, Jones DRV. Engineering properties of municipal solid waste. Geotext Geomembr. 2005;23:205–33.

ASTM D698-12e2. Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)). West Conshohocken, PA: ASTM International; 2012. Available online: http://www.astm.org. Accessed 29 Mar 2020.

ASTM D1557-07. Standard test methods for laboratory compaction characteristics of soil using modified effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)). West Conshohocken, PA: ASTM International; 2007. Available online: http://www.astm.org. Accessed 29 Mar 2020.

Harris MRR. Geotechnical characteristics of landfilled domestic refuse. In: The Engineering Behaviour of Industrial and Urban Fill. Proc. of the Symp. held at the Univ. of Birmingham, Midland Geotechnical Society, University of Birmingham, Birmingham, England, 1979. pp. B1–B10.

Gabr MA, Valero SN. Geotechnical properties of municipal solid waste. Geotech Test J. 1995;18(2):241–51.

Reddy KR, Hettiarachchi H, Parakalla NS, et al. Geotechnical properties of fresh municipal solid waste at Orchard Hills, Landfill, USA. Waste Manag. 2009;29:952–9.

Reddy K, Hettiarachchi H, Gangathulasi J, et al. Geotechnical properties of synthetic municipal solid waste. Int J Geotech Eng. 2009;3:429–38.

Hanson JL, Yesiller N, Stockhausen SAV, et al. Compaction characteristics of municipal solid waste. J Geotech Geoenviron Eng. 2010;136(August):1095–102.

Okonta FN, Ngcobo N, Mtsweni M, et al. Compaction properties of municipal solid waste. In: Singh D., Galaa A. (eds) Contemporary Issues in Geoenvironmental Engineering. GeoMEast 2017. Sustainable Civil Infrastructures. Springer, Cham. 2018. https://doi.org/10.1007/978-3-319-61612-4_23.

Cox JT, Yesiller N, Hanson JL. Implications of variable waste placement conditions for MSW landfills. Waste Manag. 2015;46:338–51.

Hyun P II, Borinara P, Hong KD. Geotechnical considerations for end-use of old municipal solid waste landfills. Int J Environ Res. 2011;5:573–84.

Reddy KR, Hettiarachchi H, Giri RK. Effects of degradation on geotechnical properties of municipal solid waste from Orchard Hills, Landfill, USA. Int J Geosynth Ground Eng. 2015;1(24):1–14.

ASTM D2216-10. Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass. West Conshohocken, PA: ASTM International; 2010. Available online: http://www.astm.org. Accessed 29 Mar 2020.

ASTM D854-10. Standard test methods for specific gravity of soil solids by water pycnometer. West Conshohocken, PA: ASTM International; 2010. http://www.astm.org. Accessed 29 Mar 2020.

ASTM D6913/D6913M-17. Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. West Conshohocken, PA: ASTM International; 2017. http://www.astm.org. Accessed 29 Mar 2020.

Yesiller N, Hanson JL, Cox JT, et al. Determination of specific gravity of municipal solid waste. Waste Manag. 2014;35(5):848–58.

Reddy KR, Hettiarachchi H, Gangathulasi J, et al. Geotechnical properties of municipal solid waste at different phases of biodegradation. Waste Manag. 2011;31:2275–86.

Horpibulsuk S, Katkan W, Apichatvullop A. An approach for assessment of compaction curves of fine-grained soils at various energies using a one-point test. Soils Found. 2008;48(1):115–25.