Cover Image

Compressibility and permeability of solidified dredged marine soils (DMS) with the addition of cement andor waste granular materials (WGM)

Dredged marine soils that obtained from dredging work were characterize as geo-waste, which is prone to be dumped rather than to be reused. This type of soil is high in compressibility and low in load bearing capacity. The engineering properties of this soft soil can be improve via soil solidificati...

Full description

Saved in:
Bibliographic Details
Main Authors: Rosman, Mohammad Zawawi, Chan, Chee Ming, Anuar, N. M.
Format: Article
Language:English
Published: UTHM Publisher 2018
Subjects:
TA170-171 Environmental engineering
Online Access:http://eprints.uthm.edu.my/6047/1/AJ%202018%20%28999%29%20Compressibility%20and%20permeability%20of%20solidified%20dredged%20marine%20soils%20%28DMS%29%20with%20the%20addition%20of%20cement%20andor%20waste%20granular%20materials%20%28WG.pdf
http://eprints.uthm.edu.my/6047/
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.uthm.eprints.6047
record_format eprints
spelling my.uthm.eprints.60472022-01-26T03:30:21Z http://eprints.uthm.edu.my/6047/ Compressibility and permeability of solidified dredged marine soils (DMS) with the addition of cement andor waste granular materials (WGM) Rosman, Mohammad Zawawi Chan, Chee Ming Anuar, N. M. TA170-171 Environmental engineering Dredged marine soils that obtained from dredging work were characterize as geo-waste, which is prone to be dumped rather than to be reused. This type of soil is high in compressibility and low in load bearing capacity. The engineering properties of this soft soil can be improve via soil solidification method. Cement is the common hydraulic binder used in soil solidification, were found to generate the emission of greenhouse gasses (GHG), particularly carbon dioxide (CO2) which also had affected the earth’s atmosphere. Therefore, there has been an increasing interest in using alternate pozzolanic materials such as waste granular materials (WGM) to fully or partially substituted the use of cement in soil solidification. WGM such as coal bottom ash (BA) and palm oil clinker (POC) were opted due to its pozzolanic properties. Prior to the planning of reclamation work using DMS admixed with conventional and/or alternate pozzolanic materials, the consolidation characteristics of the admixed materials must be acknowledged. Hence, the present study will examine the amount of settlement and coefficient of permeability (k) of DMS treated with cement and/or WGM in laboratory-scale experiments. Samples were prepared in various proportion in order to examine the individual effect of the cement and/or alternate pozzolanic materials on compressibility and permeability. For cement-admixed DMS, sample with 20 % of cement have significantly reduced the settlement than untreated and 10 % cemented DMS. For WGM-admixed DMS, the initial void ratio is low as compared to the untreated DMS due to the rearrangement of soil particles, which is densely packed. For cement-WGM-admixed DMS, samples of 15C50BA and 15C50POC displayed significant settlement reduction than 10C100BA, 10C100POC and untreated samples. UTHM Publisher 2018 Article PeerReviewed text en http://eprints.uthm.edu.my/6047/1/AJ%202018%20%28999%29%20Compressibility%20and%20permeability%20of%20solidified%20dredged%20marine%20soils%20%28DMS%29%20with%20the%20addition%20of%20cement%20andor%20waste%20granular%20materials%20%28WG.pdf Rosman, Mohammad Zawawi and Chan, Chee Ming and Anuar, N. M. (2018) Compressibility and permeability of solidified dredged marine soils (DMS) with the addition of cement andor waste granular materials (WGM). Journal of Science and Technology, 10 (4). pp. 13-20. ISSN 2600-7924
institution Universiti Tun Hussein Onn Malaysia
building UTHM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
url_provider http://eprints.uthm.edu.my/
language English
topic TA170-171 Environmental engineering
spellingShingle TA170-171 Environmental engineering
Rosman, Mohammad Zawawi
Chan, Chee Ming
Anuar, N. M.
Compressibility and permeability of solidified dredged marine soils (DMS) with the addition of cement andor waste granular materials (WGM)
description Dredged marine soils that obtained from dredging work were characterize as geo-waste, which is prone to be dumped rather than to be reused. This type of soil is high in compressibility and low in load bearing capacity. The engineering properties of this soft soil can be improve via soil solidification method. Cement is the common hydraulic binder used in soil solidification, were found to generate the emission of greenhouse gasses (GHG), particularly carbon dioxide (CO2) which also had affected the earth’s atmosphere. Therefore, there has been an increasing interest in using alternate pozzolanic materials such as waste granular materials (WGM) to fully or partially substituted the use of cement in soil solidification. WGM such as coal bottom ash (BA) and palm oil clinker (POC) were opted due to its pozzolanic properties. Prior to the planning of reclamation work using DMS admixed with conventional and/or alternate pozzolanic materials, the consolidation characteristics of the admixed materials must be acknowledged. Hence, the present study will examine the amount of settlement and coefficient of permeability (k) of DMS treated with cement and/or WGM in laboratory-scale experiments. Samples were prepared in various proportion in order to examine the individual effect of the cement and/or alternate pozzolanic materials on compressibility and permeability. For cement-admixed DMS, sample with 20 % of cement have significantly reduced the settlement than untreated and 10 % cemented DMS. For WGM-admixed DMS, the initial void ratio is low as compared to the untreated DMS due to the rearrangement of soil particles, which is densely packed. For cement-WGM-admixed DMS, samples of 15C50BA and 15C50POC displayed significant settlement reduction than 10C100BA, 10C100POC and untreated samples.
format Article
author Rosman, Mohammad Zawawi
Chan, Chee Ming
Anuar, N. M.
author_facet Rosman, Mohammad Zawawi
Chan, Chee Ming
Anuar, N. M.
author_sort Rosman, Mohammad Zawawi
title Compressibility and permeability of solidified dredged marine soils (DMS) with the addition of cement andor waste granular materials (WGM)
title_short Compressibility and permeability of solidified dredged marine soils (DMS) with the addition of cement andor waste granular materials (WGM)
title_full Compressibility and permeability of solidified dredged marine soils (DMS) with the addition of cement andor waste granular materials (WGM)
title_fullStr Compressibility and permeability of solidified dredged marine soils (DMS) with the addition of cement andor waste granular materials (WGM)
title_full_unstemmed Compressibility and permeability of solidified dredged marine soils (DMS) with the addition of cement andor waste granular materials (WGM)
title_sort compressibility and permeability of solidified dredged marine soils (dms) with the addition of cement andor waste granular materials (wgm)
publisher UTHM Publisher
publishDate 2018
url http://eprints.uthm.edu.my/6047/1/AJ%202018%20%28999%29%20Compressibility%20and%20permeability%20of%20solidified%20dredged%20marine%20soils%20%28DMS%29%20with%20the%20addition%20of%20cement%20andor%20waste%20granular%20materials%20%28WG.pdf
http://eprints.uthm.edu.my/6047/
_version_ 1738581443653664768
score 13.211869

Similar Items