Suitability of conventional ballast mixed with concrete debris and bottom ash waste

The use of waste materials as a substitute for natural aggregate has been widely tested in all areas of the construction industry. Yet, there is a lack of study on the suitability of the physical properties of waste material when used as one of the components in track ballast. This study evaluates t...

Full description

Saved in:
Bibliographic Details
Main Authors: Youventharan, Duraisamy, Jeevithan, K. M., Rokiah, Othman, Mohd Arif, Sulaiman
Format: Book Chapter
Language:English
English
Published: Trans Tech Publications, Switzerland 2023
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/37582/1/Suitability%20of%20conventional%20ballast%20mixed%20with%20concrete%20debris%20.pdf
http://umpir.ump.edu.my/id/eprint/37582/2/Suitability%20of%20Conventional%20Ballast%20Mixed%20with%20Concrete%20Debris.pdf
http://umpir.ump.edu.my/id/eprint/37582/
https://doi.org/10.4028/p-ymh691
https://doi.org/10.4028/p-ymh691
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Universiti Malaysia Pahang
Language: English
English
id my.ump.umpir.37582
record_format eprints
spelling my.ump.umpir.375822023-09-14T06:20:27Z http://umpir.ump.edu.my/id/eprint/37582/ Suitability of conventional ballast mixed with concrete debris and bottom ash waste Youventharan, Duraisamy Jeevithan, K. M. Rokiah, Othman Mohd Arif, Sulaiman TA Engineering (General). Civil engineering (General) TH Building construction The use of waste materials as a substitute for natural aggregate has been widely tested in all areas of the construction industry. Yet, there is a lack of study on the suitability of the physical properties of waste material when used as one of the components in track ballast. This study evaluates the suitability of conventional ballast (CB) incorporated with concrete debris (CD) and bottom ash (BA) as track ballast material. To achieve the objective, sieve analysis, shape analysis, specific gravity test, water absorption test, and permeability test were carried out. Furthermore, microscopic analysis was used to validate the presence of voids. The result shows that the waste mixed ballast has a coefficient of uniformity (Cu) in the range of 1.92 to 12, a coefficient of curvature (Cc) in the range of 0.8 to 1.18, fines less than 14 mm account for 0.1 % to 28 %, and the mean size is in the range of 22.5 mm to 27.5 mm. Furthermore, the flakiness ranged from 7.56% to 22.5%, the void ratio was 0.43 to 0.55, and water absorption was 2.86% to 4%. The specific gravity was found to range from 2.30 to 2.77 when the permeability measurement was in between 30 cm/sec to 61 cm/sec. All these promising values of engineering properties exhibit the confidence of a suitable alternative to track ballast materials. Hence, CD and BA waste materials incorporated into conventional ballast have a high potential to exhibit better performance and reduce the dependency on natural aggregate. Trans Tech Publications, Switzerland 2023 Book Chapter PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/37582/1/Suitability%20of%20conventional%20ballast%20mixed%20with%20concrete%20debris%20.pdf pdf en http://umpir.ump.edu.my/id/eprint/37582/2/Suitability%20of%20Conventional%20Ballast%20Mixed%20with%20Concrete%20Debris.pdf Youventharan, Duraisamy and Jeevithan, K. M. and Rokiah, Othman and Mohd Arif, Sulaiman (2023) Suitability of conventional ballast mixed with concrete debris and bottom ash waste. In: Advanced Materials, Technologies and Technological Processes. Key Engineering Materials, 942 . Trans Tech Publications, Switzerland, 103 -116. https://doi.org/10.4028/p-ymh691 https://doi.org/10.4028/p-ymh691
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
English
topic TA Engineering (General). Civil engineering (General)
TH Building construction
spellingShingle TA Engineering (General). Civil engineering (General)
TH Building construction
Youventharan, Duraisamy
Jeevithan, K. M.
Rokiah, Othman
Mohd Arif, Sulaiman
Suitability of conventional ballast mixed with concrete debris and bottom ash waste
description The use of waste materials as a substitute for natural aggregate has been widely tested in all areas of the construction industry. Yet, there is a lack of study on the suitability of the physical properties of waste material when used as one of the components in track ballast. This study evaluates the suitability of conventional ballast (CB) incorporated with concrete debris (CD) and bottom ash (BA) as track ballast material. To achieve the objective, sieve analysis, shape analysis, specific gravity test, water absorption test, and permeability test were carried out. Furthermore, microscopic analysis was used to validate the presence of voids. The result shows that the waste mixed ballast has a coefficient of uniformity (Cu) in the range of 1.92 to 12, a coefficient of curvature (Cc) in the range of 0.8 to 1.18, fines less than 14 mm account for 0.1 % to 28 %, and the mean size is in the range of 22.5 mm to 27.5 mm. Furthermore, the flakiness ranged from 7.56% to 22.5%, the void ratio was 0.43 to 0.55, and water absorption was 2.86% to 4%. The specific gravity was found to range from 2.30 to 2.77 when the permeability measurement was in between 30 cm/sec to 61 cm/sec. All these promising values of engineering properties exhibit the confidence of a suitable alternative to track ballast materials. Hence, CD and BA waste materials incorporated into conventional ballast have a high potential to exhibit better performance and reduce the dependency on natural aggregate.
format Book Chapter
author Youventharan, Duraisamy
Jeevithan, K. M.
Rokiah, Othman
Mohd Arif, Sulaiman
author_facet Youventharan, Duraisamy
Jeevithan, K. M.
Rokiah, Othman
Mohd Arif, Sulaiman
author_sort Youventharan, Duraisamy
title Suitability of conventional ballast mixed with concrete debris and bottom ash waste
title_short Suitability of conventional ballast mixed with concrete debris and bottom ash waste
title_full Suitability of conventional ballast mixed with concrete debris and bottom ash waste
title_fullStr Suitability of conventional ballast mixed with concrete debris and bottom ash waste
title_full_unstemmed Suitability of conventional ballast mixed with concrete debris and bottom ash waste
title_sort suitability of conventional ballast mixed with concrete debris and bottom ash waste
publisher Trans Tech Publications, Switzerland
publishDate 2023
url http://umpir.ump.edu.my/id/eprint/37582/1/Suitability%20of%20conventional%20ballast%20mixed%20with%20concrete%20debris%20.pdf
http://umpir.ump.edu.my/id/eprint/37582/2/Suitability%20of%20Conventional%20Ballast%20Mixed%20with%20Concrete%20Debris.pdf
http://umpir.ump.edu.my/id/eprint/37582/
https://doi.org/10.4028/p-ymh691
https://doi.org/10.4028/p-ymh691
_version_ 1778161076002619392