NDLI: Effects of aggregate gradations on properties of Grouted Macadam composite pavement

Content Provider	IEEE Xplore Digital Library
Author	Husain, N.M. Mahmud, H.B. Karim, M.R. Hamid, N.B.A.A.
Copyright Year	2010
Description	Author affiliation: Department of Civil Engineering, University of Malaya, Kuala Lumpur, Malaysia (Husain, N.M.; Mahmud, H.B.; Karim, M.R.; Hamid, N.B.A.A.)
Abstract	Grouted Macadam composite pavement (GMCP) is generally a composite pavement which is manufactured by preparing a highly workable fluid mortar which is specially designed with a very high early and 28 day strength (1 day – 45 MPa, 28 day – 105 MPa) by filling the flowing fluid mortar into a very open porous asphalt skeleton (25–32% Voids in Mix - VIM). The combination of both components will produce a semi-rigid pavement or GMCP which has the best features of both rigid concrete and flexible bituminous pavement where it will replace the conventional wearing course. This paper will investigate the significance difference of GMCP produced by the 3 different aggregate gradations by Road Engineering Association of Malaysia (REAM) in volumetric properties, durability and strength. The best quality fluid grout was chosen to fill the porous asphalt skeleton and GMCP was subjected for compression test, VIM and indirect tensile test (IDT) to check on its performance. The results show that the 3 different aggregate gradations significantly affect the volumetric properties, durability and strength. Furthermore it will also help in reducing pollution and helps with the current environmental problems.
Starting Page	128
Ending Page	131
File Size	753962
Page Count	4
File Format	PDF
ISBN	9781424487486
e-ISBN	9781424487493
DOI	10.1109/ICBEE.2010.5653996
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2010-11-02
Publisher Place	Egypt
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Workability Water Grouted Macadam Composite Pavement Pollution Fluid Grout Aggregates Indexes Porous Asphalt
Content Type	Text
Resource Type	Article

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1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
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4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
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