DSpace
 

iRepository at Perpustakaan UniMAP >
The Library >
Conference Papers >

Please use this identifier to cite or link to this item: http://dspace.unimap.edu.my:80/xmlui/handle/123456789/19510

Title: Mode I fracture resistance of hot mix asphalt and warm mix asphalt
Authors: Hasan, Ziari
Hamid, Behbahani
Amir, Izadi
Majid Reza, Ayatollahi
???metadata.dc.contributor.url???: h.ziari@iust.ac.ir
amirizadi@iust.ac.ir
m.ayat@iust.ac.ir
behbahani@iust.ac.ir
Keywords: Hot mix asphalt;Warm mix asphalt;Low temperature;Semi-circular bend (SCB);Stress intensity
Issue Date: 27-Feb-2012
Publisher: Universiti Malaysia Perlis (UniMAP)
???metadata.dc.publisher.department???: Pusat Pengajian Kejuruteraan Mekatronik
Series/Report no.: Proceedings of the International Conference on Applications and Design in Mechanical Engineering 2012 (ICADME 2012)
Abstract: Pavement cracking is a major pavement distress and its rehabilitation cost is astronomical. Low temperature cracking and bending cracking due to cold climate and traffic loading are two major pavement distresses in asphalt concrete pavements. In this paper, the fracture resistance of cracked asphalt concretes made from two different types of asphalt mixtures i.e. hot mix asphalt (HMA) and warm mix asphalt (WMA) are compared. Three-point bending tests were performed using semi-circular bend (SCB) specimens at -10°C and the critical mode I stress intensity factor KI was then calculated using the peak load obtained from the load-displacement curve. The SCB samples were prepared from gyratory compacted cylinders. Crack within the sample was generated utilizing a water-cooled sawing machine with a thin blade. The results showed that the critical stress intensity factor of HMA is higher than that of WMA. The indirect tensile strength (ITS) tests were also applied to asphalt mixtures and it was found that WMA has greater strength compared with HMA. Also the results from static creep test showed that the WMA behavior is much more elastic than HMA mixture. Therefore, asphalt mixture type has an important role in fracture behavior of asphalts concretes.
Description: International Conference on Applications and Design in Mechanical Engineering 2012 (ICADME 2012) organized by School of Mechatronic Engineering, Universiti Malaysia Perlis (UniMAP), 27th - 28th Februari 2012 at Bayview Beach Resort, Penang, Malaysia.
URI: http://hdl.handle.net/123456789/19510
Appears in Collections:Conference Papers

Files in This Item:

File Description SizeFormat
AM22.pdfAccess is limited to UniMAP community329.09 kBAdobe PDFView/Open
View Statistics

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

 

Valid XHTML 1.0! Perpustakaan Tuanku syed Faizuddin Putra, Kampus Pauh Putra, Universiti Malaysia Perlis, 02600, Arau Perlis
TEL: +604-9885420 | FAX: +604-9885405 | EMAIL: rujukan@unimap.edu.my Feedback