Influence of leachate contaminants on setting and hardening of concrete

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Main Author: Wan Muhaini, Wan Hilmi
Other Authors: Wan Mohd Sabki Wan Omar
Format: Learning Object
Language:English
Published: Universiti Malaysia Perlis (UniMAP) 2013
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Online Access:http://dspace.unimap.edu.my/xmlui/handle/123456789/22891
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Institution: Universiti Malaysia Perlis
Language: English
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spelling my.unimap-228912013-01-07T03:53:25Z Influence of leachate contaminants on setting and hardening of concrete Wan Muhaini, Wan Hilmi Wan Mohd Sabki Wan Omar Leachate Concrete Construction materials Solid waste Quarry dust Access is limited to UniMAP community. One of the major environmental concerns associated with landfilling of municipal solid wastes is related to the discharge of leachate into the environment, which may cause serious pollution to groundwater aquifers as well as adjacent surface waters. When waste is deposited in landfill it is necessary to contain the leachate using a low permeability liner so that it may be treated before being discharged into the environment. This study desribed the concrete as a liner for the leachate collection pond, leacahte retention pond and the surface impoundments for leachate. The concrete also must have a good structure for safe the leachate from leackage to the groundwater. The most important is the concrete must have low permeability and high of strength. For this study, the concrete will added with quarry dust to give a lower permeability and higher of strength. After doing the laboratory test, the result show that the leachate contaminants can not effect the strength of concrete when it immersion to leachate for 7, 14 and 28 days. The higher value strength is the concrete added with quarry dust for immersion 28 days it is 23.840 MPa that compare to the concrete not added with quarry dust for immersion 28 days it is 20.512 MPa. For the permeability, the lower permeability is the concrete added with quarry dust for immersion 28 days it is 1.02 x 10-12m2/s that compare to the concrete not added with quarry dust for immersion 28days it is 1.04 x 10-12m2/s. Settings are the concrete workability. Workability in the concrete depends on the water/cement ratio. The water/cement ratio will affect the strength and the permeability of concrete. After doing the testing, the good water/cement ratio is 0.6. However, according to the research the leacahte contaminants not affect the strength of concrete for a short term. It also can affect the concrete for a long term it about 45 years above. 2013-01-07T03:53:25Z 2013-01-07T03:53:25Z 2011-04 Learning Object http://hdl.handle.net/123456789/22891 en Universiti Malaysia Perlis (UniMAP) School of Environmental Engineering
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Leachate
Concrete
Construction materials
Solid waste
Quarry dust
spellingShingle Leachate
Concrete
Construction materials
Solid waste
Quarry dust
Wan Muhaini, Wan Hilmi
Influence of leachate contaminants on setting and hardening of concrete
description Access is limited to UniMAP community.
author2 Wan Mohd Sabki Wan Omar
author_facet Wan Mohd Sabki Wan Omar
Wan Muhaini, Wan Hilmi
format Learning Object
author Wan Muhaini, Wan Hilmi
author_sort Wan Muhaini, Wan Hilmi
title Influence of leachate contaminants on setting and hardening of concrete
title_short Influence of leachate contaminants on setting and hardening of concrete
title_full Influence of leachate contaminants on setting and hardening of concrete
title_fullStr Influence of leachate contaminants on setting and hardening of concrete
title_full_unstemmed Influence of leachate contaminants on setting and hardening of concrete
title_sort influence of leachate contaminants on setting and hardening of concrete
publisher Universiti Malaysia Perlis (UniMAP)
publishDate 2013
url http://dspace.unimap.edu.my/xmlui/handle/123456789/22891
_version_ 1643793828114595840