Stability assessment of solid waste sea fills: geotechnical properties and sensitivity analysis
Stability assessment of solid waste sea fills: geotechnical properties and sensitivity analysis
Little is known about the geotechnical properties of waste materials, either in their initial state or after various levels of decomposition. Such information is critical when assessing the stability of waste fills during placement, and at the time of closure and rehabilitation. Recent efforts to address these particular concerns remain in developmental stages, and practical problems persist with regards to in-situ or laboratory scale testing. In addition, the complexity of the problems is increased due to the variability in composition, placement conditions and levels of decay of the various constituents of the waste fills. This paper describes laboratory experiments that were conducted to establish relevant shear strength parameters for municipal solid waste. The shear strength testing was accomplished by using a large direct shear apparatus specifically designed and developed for the purpose. Results from the laboratory-testing program are then applied in conducting geotechnical stability analyses at a major sea fill along the Mediterranean shore. A parametric sensitivity analysis affecting stability is also presented.
solid waste, shear strength, direct shear testing, landfill stability
217-234
Salah, Sadek
9400a180-5719-49dc-819d-a458776e9a28
Abou-Ibrahim, Assem
4428c0d4-835a-4135-b9c8-cde140dae564
Manasseh, Christian
550bfe11-a605-4619-bd29-0bee9145b1e0
El-Fadel, Mutasem
6206783b-f040-458f-90b6-2cb2c361d7ae
February 2001
Salah, Sadek
9400a180-5719-49dc-819d-a458776e9a28
Abou-Ibrahim, Assem
4428c0d4-835a-4135-b9c8-cde140dae564
Manasseh, Christian
550bfe11-a605-4619-bd29-0bee9145b1e0
El-Fadel, Mutasem
6206783b-f040-458f-90b6-2cb2c361d7ae
Salah, Sadek, Abou-Ibrahim, Assem, Manasseh, Christian and El-Fadel, Mutasem
(2001)
Stability assessment of solid waste sea fills: geotechnical properties and sensitivity analysis.
International Journal of Environmental Studies, 58 (2), .
(doi:10.1080/00207230108711328).
Abstract
Little is known about the geotechnical properties of waste materials, either in their initial state or after various levels of decomposition. Such information is critical when assessing the stability of waste fills during placement, and at the time of closure and rehabilitation. Recent efforts to address these particular concerns remain in developmental stages, and practical problems persist with regards to in-situ or laboratory scale testing. In addition, the complexity of the problems is increased due to the variability in composition, placement conditions and levels of decay of the various constituents of the waste fills. This paper describes laboratory experiments that were conducted to establish relevant shear strength parameters for municipal solid waste. The shear strength testing was accomplished by using a large direct shear apparatus specifically designed and developed for the purpose. Results from the laboratory-testing program are then applied in conducting geotechnical stability analyses at a major sea fill along the Mediterranean shore. A parametric sensitivity analysis affecting stability is also presented.
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More information
Published date: February 2001
Keywords:
solid waste, shear strength, direct shear testing, landfill stability
Identifiers
Local EPrints ID: 52909
URI: http://eprints.soton.ac.uk/id/eprint/52909
ISSN: 0020-7233
PURE UUID: 1995b33f-45fb-4324-954b-70892bfacf2e
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Date deposited: 16 Jul 2008
Last modified: 15 Mar 2024 10:38
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Contributors
Author:
Sadek Salah
Author:
Assem Abou-Ibrahim
Author:
Christian Manasseh
Author:
Mutasem El-Fadel
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