Estimation of the components of municipal solid waste settlement

Estimation of the municipal solid waste settlements and the contribution of each of the components are essential in the estimation of the volume of the waste that can be accommodated in a landfill and increase the post-usage of the landfill. This article describes an experimental methodology for est...
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Autor*in:	Sivakumar Babu, GL [verfasserIn] Lakshmikanthan, P

Format:	Artikel
Sprache:	Englisch

Erschienen:	2015

Rechteinformationen:	Nutzungsrecht: © The Author(s) 2014.

Schlagwörter:	biodegradation induced settlement primary settlement mechanical creep Municipal solid waste Refuse Disposal - methods Solid Waste - analysis Biodegradation Capacity Sanitary landfills Analysis Landfill Studies Estimating techniques Creep tests

Übergeordnetes Werk:	Enthalten in: Waste management & research - London : Sage, 1983, 33(2015), 1, Seite 30-38
Übergeordnetes Werk:	volume:33 ; year:2015 ; number:1 ; pages:30-38

Links:	Volltext Link aufrufen Link aufrufen

DOI / URN:	10.1177/0734242X14558667

Katalog-ID:	OLC1956567461

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520			\|a Estimation of the municipal solid waste settlements and the contribution of each of the components are essential in the estimation of the volume of the waste that can be accommodated in a landfill and increase the post-usage of the landfill. This article describes an experimental methodology for estimating and separating primary settlement, settlement owing to creep and biodegradation-induced settlement. The primary settlement and secondary settlement have been estimated and separated based on 100% pore pressure dissipation time and the coefficient of consolidation. Mechanical creep and biodegradation settlements were estimated and separated based on the observed time required for landfill gas production. The results of a series of laboratory triaxial tests, creep tests and anaerobic reactor cell setups were conducted to describe the components of settlement. All the tests were conducted on municipal solid waste (compost reject) samples. It was observed that biodegradation accounted to more than 40% of the total settlement, whereas mechanical creep contributed more than 20% towards the total settlement. The essential model parameters, such as the compression ratio (Cc’), rate of mechanical creep (c), coefficient of mechanical creep (b), rate of biodegradation (d) and the total strain owing to biodegradation (EDG), are useful parameters in the estimation of total settlements as well as components of settlement in landfill.
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topic_facet	biodegradation induced settlement primary settlement mechanical creep Municipal solid waste Refuse Disposal - methods Solid Waste - analysis Biodegradation Capacity Sanitary landfills Analysis Landfill Studies Estimating techniques Creep tests
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author	Sivakumar Babu, GL
spellingShingle	Sivakumar Babu, GL ddc 690 bkl 58.53 misc biodegradation induced settlement misc primary settlement misc mechanical creep misc Municipal solid waste misc Refuse Disposal - methods misc Solid Waste - analysis misc Biodegradation misc Capacity misc Sanitary landfills misc Analysis misc Landfill misc Studies misc Estimating techniques misc Creep tests Estimation of the components of municipal solid waste settlement
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topic_title	690 DNB 58.53 bkl Estimation of the components of municipal solid waste settlement biodegradation induced settlement primary settlement mechanical creep Municipal solid waste Refuse Disposal - methods Solid Waste - analysis Biodegradation Capacity Sanitary landfills Analysis Landfill Studies Estimating techniques Creep tests
topic	ddc 690 bkl 58.53 misc biodegradation induced settlement misc primary settlement misc mechanical creep misc Municipal solid waste misc Refuse Disposal - methods misc Solid Waste - analysis misc Biodegradation misc Capacity misc Sanitary landfills misc Analysis misc Landfill misc Studies misc Estimating techniques misc Creep tests
topic_unstemmed	ddc 690 bkl 58.53 misc biodegradation induced settlement misc primary settlement misc mechanical creep misc Municipal solid waste misc Refuse Disposal - methods misc Solid Waste - analysis misc Biodegradation misc Capacity misc Sanitary landfills misc Analysis misc Landfill misc Studies misc Estimating techniques misc Creep tests
topic_browse	ddc 690 bkl 58.53 misc biodegradation induced settlement misc primary settlement misc mechanical creep misc Municipal solid waste misc Refuse Disposal - methods misc Solid Waste - analysis misc Biodegradation misc Capacity misc Sanitary landfills misc Analysis misc Landfill misc Studies misc Estimating techniques misc Creep tests
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title	Estimation of the components of municipal solid waste settlement
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title_full	Estimation of the components of municipal solid waste settlement
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title_sort	estimation of the components of municipal solid waste settlement
title_auth	Estimation of the components of municipal solid waste settlement
abstract	Estimation of the municipal solid waste settlements and the contribution of each of the components are essential in the estimation of the volume of the waste that can be accommodated in a landfill and increase the post-usage of the landfill. This article describes an experimental methodology for estimating and separating primary settlement, settlement owing to creep and biodegradation-induced settlement. The primary settlement and secondary settlement have been estimated and separated based on 100% pore pressure dissipation time and the coefficient of consolidation. Mechanical creep and biodegradation settlements were estimated and separated based on the observed time required for landfill gas production. The results of a series of laboratory triaxial tests, creep tests and anaerobic reactor cell setups were conducted to describe the components of settlement. All the tests were conducted on municipal solid waste (compost reject) samples. It was observed that biodegradation accounted to more than 40% of the total settlement, whereas mechanical creep contributed more than 20% towards the total settlement. The essential model parameters, such as the compression ratio (Cc’), rate of mechanical creep (c), coefficient of mechanical creep (b), rate of biodegradation (d) and the total strain owing to biodegradation (EDG), are useful parameters in the estimation of total settlements as well as components of settlement in landfill.
abstractGer	Estimation of the municipal solid waste settlements and the contribution of each of the components are essential in the estimation of the volume of the waste that can be accommodated in a landfill and increase the post-usage of the landfill. This article describes an experimental methodology for estimating and separating primary settlement, settlement owing to creep and biodegradation-induced settlement. The primary settlement and secondary settlement have been estimated and separated based on 100% pore pressure dissipation time and the coefficient of consolidation. Mechanical creep and biodegradation settlements were estimated and separated based on the observed time required for landfill gas production. The results of a series of laboratory triaxial tests, creep tests and anaerobic reactor cell setups were conducted to describe the components of settlement. All the tests were conducted on municipal solid waste (compost reject) samples. It was observed that biodegradation accounted to more than 40% of the total settlement, whereas mechanical creep contributed more than 20% towards the total settlement. The essential model parameters, such as the compression ratio (Cc’), rate of mechanical creep (c), coefficient of mechanical creep (b), rate of biodegradation (d) and the total strain owing to biodegradation (EDG), are useful parameters in the estimation of total settlements as well as components of settlement in landfill.
abstract_unstemmed	Estimation of the municipal solid waste settlements and the contribution of each of the components are essential in the estimation of the volume of the waste that can be accommodated in a landfill and increase the post-usage of the landfill. This article describes an experimental methodology for estimating and separating primary settlement, settlement owing to creep and biodegradation-induced settlement. The primary settlement and secondary settlement have been estimated and separated based on 100% pore pressure dissipation time and the coefficient of consolidation. Mechanical creep and biodegradation settlements were estimated and separated based on the observed time required for landfill gas production. The results of a series of laboratory triaxial tests, creep tests and anaerobic reactor cell setups were conducted to describe the components of settlement. All the tests were conducted on municipal solid waste (compost reject) samples. It was observed that biodegradation accounted to more than 40% of the total settlement, whereas mechanical creep contributed more than 20% towards the total settlement. The essential model parameters, such as the compression ratio (Cc’), rate of mechanical creep (c), coefficient of mechanical creep (b), rate of biodegradation (d) and the total strain owing to biodegradation (EDG), are useful parameters in the estimation of total settlements as well as components of settlement in landfill.
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title_short	Estimation of the components of municipal solid waste settlement
url	http://dx.doi.org/10.1177/0734242X14558667 http://www.ncbi.nlm.nih.gov/pubmed/25428429 http://search.proquest.com/docview/1645954735
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