Degradation of aggregates in unbound pavement using geotextile interface / Ahmed Shukeri Embong

The work reported in this paper refers to a degradation study carried out in the laboratory, by using a Large Shear Box, in which different initial gradings of aggregates ( having high crushing strength ) was sheared with a sheet of geotextile acting as an interface. The geotextile used was a needle...

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Bibliographic Details
Main Author:	Embong, Ahmed Shukeri
Format:	Thesis
Language:	English
Published:	1992
Subjects:	Aggregates (Building materials)
Online Access:	https://ir.uitm.edu.my/id/eprint/99617/1/99617.pdf
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id	my-uitm-ir.99617
record_format	uketd_dc
spelling	my-uitm-ir.996172024-09-03T22:46:20Z Degradation of aggregates in unbound pavement using geotextile interface / Ahmed Shukeri Embong 1992 Embong, Ahmed Shukeri Aggregates (Building materials) The work reported in this paper refers to a degradation study carried out in the laboratory, by using a Large Shear Box, in which different initial gradings of aggregates ( having high crushing strength ) was sheared with a sheet of geotextile acting as an interface. The geotextile used was a needle-punched nonwoven type supplied by Nylex ( DUPONT ) Malaysia. The aggregates were classified into three initial gradings namely, uniformly graded, well graded and gap graded. The tests were carried out conforming to BS 1377 : 1990. Three different normal loads at 20 KN, 40 KN, and 60 KN were employed during the shearing of the aggregates. The degree of degradation and angle of resistance between different gradings of aggregates were compared. 1992 Thesis https://ir.uitm.edu.my/id/eprint/99617/ https://ir.uitm.edu.my/id/eprint/99617/1/99617.pdf text en public advanced_diploma Universiti Teknologi MARA (UiTM) Department of Civil Engineering
institution	Universiti Teknologi MARA
collection	UiTM Institutional Repository
language	English
topic	Aggregates (Building materials)
spellingShingle	Aggregates (Building materials) Embong, Ahmed Shukeri Degradation of aggregates in unbound pavement using geotextile interface / Ahmed Shukeri Embong
description	The work reported in this paper refers to a degradation study carried out in the laboratory, by using a Large Shear Box, in which different initial gradings of aggregates ( having high crushing strength ) was sheared with a sheet of geotextile acting as an interface. The geotextile used was a needle-punched nonwoven type supplied by Nylex ( DUPONT ) Malaysia. The aggregates were classified into three initial gradings namely, uniformly graded, well graded and gap graded. The tests were carried out conforming to BS 1377 : 1990. Three different normal loads at 20 KN, 40 KN, and 60 KN were employed during the shearing of the aggregates. The degree of degradation and angle of resistance between different gradings of aggregates were compared.
format	Thesis
qualification_level	advanced_diploma
author	Embong, Ahmed Shukeri
author_facet	Embong, Ahmed Shukeri
author_sort	Embong, Ahmed Shukeri
title	Degradation of aggregates in unbound pavement using geotextile interface / Ahmed Shukeri Embong
title_short	Degradation of aggregates in unbound pavement using geotextile interface / Ahmed Shukeri Embong
title_full	Degradation of aggregates in unbound pavement using geotextile interface / Ahmed Shukeri Embong
title_fullStr	Degradation of aggregates in unbound pavement using geotextile interface / Ahmed Shukeri Embong
title_full_unstemmed	Degradation of aggregates in unbound pavement using geotextile interface / Ahmed Shukeri Embong
title_sort	degradation of aggregates in unbound pavement using geotextile interface / ahmed shukeri embong
granting_institution	Universiti Teknologi MARA (UiTM)
granting_department	Department of Civil Engineering
publishDate	1992
url	https://ir.uitm.edu.my/id/eprint/99617/1/99617.pdf
_version_	1811769008076095488

Degradation of aggregates in unbound pavement using geotextile interface / Ahmed Shukeri Embong

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