Study on structural behaviour of plain concrete sleeper / Adnan Derahman

This experimental project is a continuing study on structural behaviour of prestressed concrete sleeper (Arifïïn Ngah, 1995) and (MYusoff Sulaiman, 1994). The experimental set-up are the same accept for this project which do the testing on a plain concrete sleeper instead of prestressed concrete sle...

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Main Author:	Derahman, Adnan
Format:	Thesis
Language:	English
Published:	1997
Online Access:	https://ir.uitm.edu.my/id/eprint/100145/1/100145.pdf
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id	my-uitm-ir.100145
record_format	uketd_dc
spelling	my-uitm-ir.1001452024-08-19T17:18:23Z Study on structural behaviour of plain concrete sleeper / Adnan Derahman 1997 Derahman, Adnan This experimental project is a continuing study on structural behaviour of prestressed concrete sleeper (Arifïïn Ngah, 1995) and (MYusoff Sulaiman, 1994). The experimental set-up are the same accept for this project which do the testing on a plain concrete sleeper instead of prestressed concrete sleeper. FOUT numbers of plain concrete sleepers were cast, one were tested under static loads and three sleepers under dynamic loads. The minimum strength of each plain concrete sleepers are 60 N/mmA 2. Sleepers or ties (more specifïcally cross ties) have severai important functions : l)Receive the load from the rail and distribute it over the supporting ballast at an acceptable ballast pressure level, 2)Hold the fastening system to maintain the proper track gauge, and 3)Restrain the lateral, longitudinal and vertical rail movement by anchorage of the superstructure in the ballast. 1997 Thesis https://ir.uitm.edu.my/id/eprint/100145/ https://ir.uitm.edu.my/id/eprint/100145/1/100145.pdf text en public degree Universiti Teknologi MARA (UiTM) Faculty of Civil Engineering
institution	Universiti Teknologi MARA
collection	UiTM Institutional Repository
language	English
description	This experimental project is a continuing study on structural behaviour of prestressed concrete sleeper (Arifïïn Ngah, 1995) and (MYusoff Sulaiman, 1994). The experimental set-up are the same accept for this project which do the testing on a plain concrete sleeper instead of prestressed concrete sleeper. FOUT numbers of plain concrete sleepers were cast, one were tested under static loads and three sleepers under dynamic loads. The minimum strength of each plain concrete sleepers are 60 N/mmA 2. Sleepers or ties (more specifïcally cross ties) have severai important functions : l)Receive the load from the rail and distribute it over the supporting ballast at an acceptable ballast pressure level, 2)Hold the fastening system to maintain the proper track gauge, and 3)Restrain the lateral, longitudinal and vertical rail movement by anchorage of the superstructure in the ballast.
format	Thesis
qualification_level	Bachelor degree
author	Derahman, Adnan
spellingShingle	Derahman, Adnan Study on structural behaviour of plain concrete sleeper / Adnan Derahman
author_facet	Derahman, Adnan
author_sort	Derahman, Adnan
title	Study on structural behaviour of plain concrete sleeper / Adnan Derahman
title_short	Study on structural behaviour of plain concrete sleeper / Adnan Derahman
title_full	Study on structural behaviour of plain concrete sleeper / Adnan Derahman
title_fullStr	Study on structural behaviour of plain concrete sleeper / Adnan Derahman
title_full_unstemmed	Study on structural behaviour of plain concrete sleeper / Adnan Derahman
title_sort	study on structural behaviour of plain concrete sleeper / adnan derahman
granting_institution	Universiti Teknologi MARA (UiTM)
granting_department	Faculty of Civil Engineering
publishDate	1997
url	https://ir.uitm.edu.my/id/eprint/100145/1/100145.pdf
_version_	1811769061494751232

Study on structural behaviour of plain concrete sleeper / Adnan Derahman

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