Effects of aggregate gradations on properties of grouted Macadam composite pavement

Husain, N.M. and Mahmud, H.B. and Karim, M.R. and Hamid, N.B.A.A. (2010) Effects of aggregate gradations on properties of grouted Macadam composite pavement. In: 2nd International Conference on Chemical, Biological and Environmental Engineering, ICBEE 2010, 2010, Cairo.

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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. © 2010 IEEE.

Item Type: Conference or Workshop Item (Paper)
Additional Information: Conference code: 83351 Export Date: 16 December 2013 Source: Scopus Art. No.: 5653996 doi: 10.1109/ICBEE.2010.5653996 Language of Original Document: English Correspondence Address: Husain, N. M.; Department of Civil Engineering, University of Malaya, Kuala Lumpur, Malaysia; email: nadiah.husain09@gmail.com References: Lister, N.W., Addis, R.R., Field observation of rutting and their practical implications (1997) Transport Research Board No. 640, pp. 28-34; Hassan, K.E., Setyawan, A., Zoorob, S.E., Effect of cementitious grouts on the properties of semi-flexible bituminous pavement (2002) Proceedings of the Fourth European Nottingham, pp. 113-120. , United Kingdom, 11-12 April; (2007) Semi Rigid Wearing Coarse Specification, , Road Engineering Association of Malaysia (REAM); Wright, P.H., Dixon, K.K., (2004) Highway Engineering, , 7th ed, United State of America, John Wiley & Son, Inc; Testing aggregates for determination of particle shape (1989) Flakiness Index, , BS 812 - 105.1; Testing aggregates for determination of particle shape (1990) Elongation Index of Coarse Aggregates, , BS 812 - 105.2; (1990) Methods of Determination of Aggregate Crushing Value (ACV), , BS 812 - 110; ASTM D36 Standard Test Method for Softening Point of Bitumen (Ring and Ball Apparatus); ASTM D5 Standard Test Method for Penetration of Bituminous Materials; ASTM D113 Standard Test Method for Ductility of Bituminous Materials; ASTM D92 Standard Test Method for Flash and Fire Points by Cleveland Open Cup Tester; Zoorob, S.E., Hassan, K.E., Satyawan, A., Effect of cementitious grouts on the properties of semi-flexible bituminous pavements (2002) Proceeding of the Forth European Symposium on Performance of Bituminous and Hydraulic Materials in Pavements, pp. 112-120. , Nothingham, United Kingdom, 11-12 April; Hassan, K.E., Cabrera, J.G., Head, M.K., The influence of aggregate characteristics on the properties of high performance high strength concrete (1998) Proceeding of the International Conference: High Performance High Strength Concrete, pp. 441-445. , B.V. Rangan & A.K. Patnaik (eds), Perth, Australia; Suresha, S.N., George, V., Ravi, R.S., Characterization of porous friction course mixes for different Marshall compaction efforts (2009) Construction and Building Materials 23 Journal, pp. 2887-2893; Fabb, T.R.J., (1993) The Case for the Use of Porous Asphalt in the UK, pp. 46-59. , Institute of Asphalt Technology Yearbook; Hamzah, M.O., Samat, M.M., Joon, K.H., Muniandy, R., Modification of aggregate grading for porous asphalt (2004) 3rd Eurasphaly & Eurobotume Congress, , Vienna, - Paper 196; Huber, G., Performance survey on open-graded friction course mixes. Synthesis of highway practice 284 (2000) National Cooperative Highway Research Program, , Washington (DC), Transportation Research Board; (1993) AASHTO GDPS-4 Guide for Pavement Design of Pavement Structures; Beale, J.M., You, Z., The mechanical properties of asphalt mixtures with recycled concrete aggregates (2009) Journal of Construction and Building Materials; ASTM D 3203-91 Test Method for Percent Air Voids in Compacted Dense and Open Bituminous Paving Mixtures; (1987) Test Method for Indirect Tension Test for Resilient Modulus of Bituminous Mixtures, , ASTM D 4123-82; (1980) British Standard 1881, Part 116: Method for Determination of Compressive Strength of Concrete Cubes, , BSI, London: British Standard Institution Sponsors: Asia-Pac. Chem., Biol. Environ. Eng. Soc. (APCBEES)
Uncontrolled Keywords: Fluid grout, Grouted Macadam composite pavement, Porous asphalt, Aggregate gradations, Bituminous pavement, Composite pavements, Compression tests, Environmental problems, Flowing fluid, Indirect tensile test, Malaysia, Porous asphalts, Road engineering, Semi-rigid, Volumetric properties, Wearing course, Aggregates, Asphalt, Compression testing, Concrete construction, Durability, Environmental engineering, Fluids, Grouting, Highway engineering, Pavements, Tensile testing, Volumetric analysis, Mortar
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering
Depositing User: Mr Jenal S
Date Deposited: 07 Apr 2014 02:22
Last Modified: 07 Apr 2014 02:22
URI: http://eprints.um.edu.my/id/eprint/8763

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