Evaluation of crack relief layer for airport runways

This paper investigates some observations that have been made in a number of countries around the world on the behavior and function of crack relief layer (CRL). Throughout the years, crack in pavement is a major problem that causes an obstruction to transportation system which has cost multi-millio...

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المؤلف الرئيسي:	Ahmad Zaini, Ashraf
التنسيق:	أطروحة
اللغة:	English
منشور في:	2016
الموضوعات:	TA Engineering (General) Civil engineering (General)
الوصول للمادة أونلاين:	http://eprints.utm.my/id/eprint/53912/1/AshrafAhmadZainiMFKA2016.pdf
الوسوم:	إضافة وسم لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!

id	my-utm-ep.53912
record_format	uketd_dc
spelling	my-utm-ep.539122020-10-08T02:59:51Z Evaluation of crack relief layer for airport runways 2016-01 Ahmad Zaini, Ashraf TA Engineering (General). Civil engineering (General) This paper investigates some observations that have been made in a number of countries around the world on the behavior and function of crack relief layer (CRL). Throughout the years, crack in pavement is a major problem that causes an obstruction to transportation system which has cost multi-millions of dollars. This is especially in airport runway business industry where the air traffic flow of aircraft cannot be easily diverted or disturbed as it involve many parties and would jeopardize a lot of money at stake. This paper describes and investigates the significant and effectiveness of applying CRL into the pavement which will be evaluated to relieve crack. The characteristic of the CRL will be thoroughly investigated to achieve it desirable functional capability to act as the crack relieving layer. The objectives of the experimental study are to identify the optimum bitumen content (OBC) and evaluate the engineering properties of the CRL by using 60-70 PEN bitumen with variation in percentages of bitumen content which are 2.0, 2.5, 3.0, 3.0, and 4.0%. The specimens are mixed and compacted for 50 blows each side and tested. The result shows that the OBC for CRL is 3.0% and the properties of CRL to mitigate crack is distinctly influent by resilient modulus and bulk density values. 2016-01 Thesis http://eprints.utm.my/id/eprint/53912/ http://eprints.utm.my/id/eprint/53912/1/AshrafAhmadZainiMFKA2016.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:85840 masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Ahmad Zaini, Ashraf Evaluation of crack relief layer for airport runways
description	This paper investigates some observations that have been made in a number of countries around the world on the behavior and function of crack relief layer (CRL). Throughout the years, crack in pavement is a major problem that causes an obstruction to transportation system which has cost multi-millions of dollars. This is especially in airport runway business industry where the air traffic flow of aircraft cannot be easily diverted or disturbed as it involve many parties and would jeopardize a lot of money at stake. This paper describes and investigates the significant and effectiveness of applying CRL into the pavement which will be evaluated to relieve crack. The characteristic of the CRL will be thoroughly investigated to achieve it desirable functional capability to act as the crack relieving layer. The objectives of the experimental study are to identify the optimum bitumen content (OBC) and evaluate the engineering properties of the CRL by using 60-70 PEN bitumen with variation in percentages of bitumen content which are 2.0, 2.5, 3.0, 3.0, and 4.0%. The specimens are mixed and compacted for 50 blows each side and tested. The result shows that the OBC for CRL is 3.0% and the properties of CRL to mitigate crack is distinctly influent by resilient modulus and bulk density values.
format	Thesis
qualification_level	Master's degree
author	Ahmad Zaini, Ashraf
author_facet	Ahmad Zaini, Ashraf
author_sort	Ahmad Zaini, Ashraf
title	Evaluation of crack relief layer for airport runways
title_short	Evaluation of crack relief layer for airport runways
title_full	Evaluation of crack relief layer for airport runways
title_fullStr	Evaluation of crack relief layer for airport runways
title_full_unstemmed	Evaluation of crack relief layer for airport runways
title_sort	evaluation of crack relief layer for airport runways
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2016
url	http://eprints.utm.my/id/eprint/53912/1/AshrafAhmadZainiMFKA2016.pdf
_version_	1747817655949066240

Evaluation of crack relief layer for airport runways

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