Experimental Study on Doweled Expansion Joints on Behavior for Plain Concrete Pavement System

This paper deals with load-deflection behavior the jointed plain concrete pavement system using steel dowel bars as a mechanism to transmit load across the expansion joints. Experimentally, four models of the jointed plain concrete pavement system were made, each model consists of two slabs of plai...

Descripción completa

Guardado en:

Detalles Bibliográficos
Autores principales:	Zainab Ahmed Al-kaissi, Mohammed Hashim Mohammed, Nabaa Sattar Kareem
Formato:	article
Lenguaje:	EN
Publicado:	Al-Khwarizmi College of Engineering – University of Baghdad 2018
Materias:	Steel dowel bars, jointed plain concrete pavement, load-deflection behavior, subgrade soil. Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040
Acceso en línea:	https://doaj.org/article/4e524d041a5f4020951d4ef62ea31921
Etiquetas:	Agregar Etiqueta Sin Etiquetas, Sea el primero en etiquetar este registro!

id	oai:doaj.org-article:4e524d041a5f4020951d4ef62ea31921
record_format	dspace
spelling	oai:doaj.org-article:4e524d041a5f4020951d4ef62ea319212021-12-02T03:50:43ZExperimental Study on Doweled Expansion Joints on Behavior for Plain Concrete Pavement System10.22153/kej.2018.03.0011818-11712312-0789https://doaj.org/article/4e524d041a5f4020951d4ef62ea319212018-08-01T00:00:00Zhttp://alkej.uobaghdad.edu.iq/index.php/alkej/article/view/91https://doaj.org/toc/1818-1171https://doaj.org/toc/2312-0789 This paper deals with load-deflection behavior the jointed plain concrete pavement system using steel dowel bars as a mechanism to transmit load across the expansion joints. Experimentally, four models of the jointed plain concrete pavement system were made, each model consists of two slabs of plain concrete that connected together across expansion by two dowel bars and the concrete slab were supported by the subgrade soil. Two variables were dealt with, the first is diameter of dowel bar (12, 16 and 20 mm) and the second is type of the subgrade soil, two types of soil were used which classified according to the (AASHTO): Type I (A-6) and type II (A-7-6). Experimental results showed that increasing dowel bar diameter from 12 mm to 20 mm has a little effect on load-deflection behavior of the tested specimens with only 5% increase in failure load. This may be attributed to that the failure (caused by flexural crack) depends mainly on concrete strength. Results also showed that decreasing CBR value of subgrade soil from 7% to 5% decreases failure load by about 33%. Zainab Ahmed Al-kaissiMohammed Hashim MohammedNabaa Sattar KareemAl-Khwarizmi College of Engineering – University of BaghdadarticleSteel dowel bars, jointed plain concrete pavement, load-deflection behavior, subgrade soil.Chemical engineeringTP155-156Engineering (General). Civil engineering (General)TA1-2040ENAl-Khawarizmi Engineering Journal, Vol 14, Iss 3 (2018)
institution	DOAJ
collection	DOAJ
language	EN
topic	Steel dowel bars, jointed plain concrete pavement, load-deflection behavior, subgrade soil. Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040
spellingShingle	Steel dowel bars, jointed plain concrete pavement, load-deflection behavior, subgrade soil. Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040 Zainab Ahmed Al-kaissi Mohammed Hashim Mohammed Nabaa Sattar Kareem Experimental Study on Doweled Expansion Joints on Behavior for Plain Concrete Pavement System
description	This paper deals with load-deflection behavior the jointed plain concrete pavement system using steel dowel bars as a mechanism to transmit load across the expansion joints. Experimentally, four models of the jointed plain concrete pavement system were made, each model consists of two slabs of plain concrete that connected together across expansion by two dowel bars and the concrete slab were supported by the subgrade soil. Two variables were dealt with, the first is diameter of dowel bar (12, 16 and 20 mm) and the second is type of the subgrade soil, two types of soil were used which classified according to the (AASHTO): Type I (A-6) and type II (A-7-6). Experimental results showed that increasing dowel bar diameter from 12 mm to 20 mm has a little effect on load-deflection behavior of the tested specimens with only 5% increase in failure load. This may be attributed to that the failure (caused by flexural crack) depends mainly on concrete strength. Results also showed that decreasing CBR value of subgrade soil from 7% to 5% decreases failure load by about 33%.
format	article
author	Zainab Ahmed Al-kaissi Mohammed Hashim Mohammed Nabaa Sattar Kareem
author_facet	Zainab Ahmed Al-kaissi Mohammed Hashim Mohammed Nabaa Sattar Kareem
author_sort	Zainab Ahmed Al-kaissi
title	Experimental Study on Doweled Expansion Joints on Behavior for Plain Concrete Pavement System
title_short	Experimental Study on Doweled Expansion Joints on Behavior for Plain Concrete Pavement System
title_full	Experimental Study on Doweled Expansion Joints on Behavior for Plain Concrete Pavement System
title_fullStr	Experimental Study on Doweled Expansion Joints on Behavior for Plain Concrete Pavement System
title_full_unstemmed	Experimental Study on Doweled Expansion Joints on Behavior for Plain Concrete Pavement System
title_sort	experimental study on doweled expansion joints on behavior for plain concrete pavement system
publisher	Al-Khwarizmi College of Engineering – University of Baghdad
publishDate	2018
url	https://doaj.org/article/4e524d041a5f4020951d4ef62ea31921
work_keys_str_mv	AT zainabahmedalkaissi experimentalstudyondoweledexpansionjointsonbehaviorforplainconcretepavementsystem AT mohammedhashimmohammed experimentalstudyondoweledexpansionjointsonbehaviorforplainconcretepavementsystem AT nabaasattarkareem experimentalstudyondoweledexpansionjointsonbehaviorforplainconcretepavementsystem
_version_	1718401599173296128

Experimental Study on Doweled Expansion Joints on Behavior for Plain Concrete Pavement System

Ejemplares similares