Laboratory Investigation on the Effect of Fly Ash on the Compressibility of Soil

One of the key steps in geotechnical construction is study on characteristics of soil for evaluation the deficiency factors of soil properties that lead to some problems such as settlement and heave. Soil stabilization with fly ash as by-product is one of the effective methods that were applied for...

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Main Authors: Amiralian, S, Chegenizadeh, A, Nikraz, Hamid
Other Authors: Prof. Dr. Alan Chin-Chen Chang
Format: Conference Paper
Published: Planetary Scientific Research Center 2012
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/36928
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author Amiralian, S
Chegenizadeh, A
Nikraz, Hamid
author2 Prof. Dr. Alan Chin-Chen Chang
author_facet Prof. Dr. Alan Chin-Chen Chang
Amiralian, S
Chegenizadeh, A
Nikraz, Hamid
author_sort Amiralian, S
building Curtin Institutional Repository
collection Online Access
description One of the key steps in geotechnical construction is study on characteristics of soil for evaluation the deficiency factors of soil properties that lead to some problems such as settlement and heave. Soil stabilization with fly ash as by-product is one of the effective methods that were applied for modifying soil properties. This paper presents a series of laboratory tests for investigation on the adequacy of fly ash on the compressibility and swelling characteristic of soil. In this research the compression index, swelling index, and initial void ratio of one un-stabilized sample and eight stabilized specimens with difference fly ash additives were investigated. Overall, the data reveal that fly ash stabilization couldreduce the consolidation property, swelling behaviour. In addition, increment in the amount of fly ash led to reduction in the initial void ratio of stabilized samples.
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format Conference Paper
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T08:47:52Z
publishDate 2012
publisher Planetary Scientific Research Center
recordtype eprints
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spelling curtin-20.500.11937-369282023-02-07T08:01:20Z Laboratory Investigation on the Effect of Fly Ash on the Compressibility of Soil Amiralian, S Chegenizadeh, A Nikraz, Hamid Prof. Dr. Alan Chin-Chen Chang Dr. Thaweesak Yingthawornsuk Stabilization Fly ash Consolidation One of the key steps in geotechnical construction is study on characteristics of soil for evaluation the deficiency factors of soil properties that lead to some problems such as settlement and heave. Soil stabilization with fly ash as by-product is one of the effective methods that were applied for modifying soil properties. This paper presents a series of laboratory tests for investigation on the adequacy of fly ash on the compressibility and swelling characteristic of soil. In this research the compression index, swelling index, and initial void ratio of one un-stabilized sample and eight stabilized specimens with difference fly ash additives were investigated. Overall, the data reveal that fly ash stabilization couldreduce the consolidation property, swelling behaviour. In addition, increment in the amount of fly ash led to reduction in the initial void ratio of stabilized samples. 2012 Conference Paper http://hdl.handle.net/20.500.11937/36928 Planetary Scientific Research Center fulltext
spellingShingle Stabilization
Fly ash
Consolidation
Amiralian, S
Chegenizadeh, A
Nikraz, Hamid
Laboratory Investigation on the Effect of Fly Ash on the Compressibility of Soil
title Laboratory Investigation on the Effect of Fly Ash on the Compressibility of Soil
title_full Laboratory Investigation on the Effect of Fly Ash on the Compressibility of Soil
title_fullStr Laboratory Investigation on the Effect of Fly Ash on the Compressibility of Soil
title_full_unstemmed Laboratory Investigation on the Effect of Fly Ash on the Compressibility of Soil
title_short Laboratory Investigation on the Effect of Fly Ash on the Compressibility of Soil
title_sort laboratory investigation on the effect of fly ash on the compressibility of soil
topic Stabilization
Fly ash
Consolidation
url http://hdl.handle.net/20.500.11937/36928