Technical Papers
Dec 22, 2014

Recycled Concrete Aggregates in Roadways: Laboratory Examination of Self-Cementing Characteristics

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 10

Abstract

This paper examines the self-cementing phenomenon of the road construction material known as recycled concrete aggregate (RCA). Two RCA types were selected as study materials: (1) high-grade RCA (HRCA), a quality RCA manufactured from relatively high-strength concrete structures; and (2) road base RCA (RBRCA), a high-grade RCA blend combined with brick and general clean rubble (road base material). Laboratory tests were performed to obtain the unconfined compressive strength, indirect tension dynamic modulus, and resilient modulus of the test samples to examine their hardening characteristics when subjected to varying curing periods. These tests were performed in conjunction with microstructure analyses from X-ray diffractometry (XRD) and scanning electron microscope (SEM) techniques. The HRCA samples, which were prepared and subjected to varying curing conditions, transformed from an initially unbound material into a bound (fully stabilized) material. The results of XRD and SEM analyses clearly demonstrate that secondary hydration occurred. The RBRCA samples were able to maintain their unbound granular properties, with nonsignificant self-cementing, thus supporting the hypothesis that the mixing of nonactive materials such as bricks and clean rubble into RCA will lessen the tendency of RCA toward self-cementing.

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Acknowledgments

The authors wish to thank Mr. Colin Leek for his guidance in this study on the performance of RCA in pavement trials. His extensive experience in the use of secondary materials for roadway construction has been invaluable.

References

AASHTO. (2005). “Standard method of test for determining the resilient modulus of soils and aggregate materials.” T 307-99, Washington, DC.
Arulrajah, A., Piratheepan, J., Ali, M., and Bo, M. (2012). “Geotechnical properties of recycled concrete aggregate in pavement sub-base applications.” Geotech. Test. J., 35(5), 103402.
Arulrajah, A., Piratheepan, J., Disfani, M., and Bo, M. W. (2013). “Resilient moduli response of recycled construction and demolition materials in pavement subbase applications.” J. Mater. Civ. Eng., 1920–1928.
ASTM. (1995). “Standard test method for indirect tension test for resilient modulus of bituminous mixtures.” D4123-82, West Conshohocken, PA.
Austroads. (2007). “Determination of permanent deformation and resilient modulus characteristics of unbound granular materials under drained conditions.”, Sydney, NSW, Australia.
Austroads. (2010). “Pavement design—A guide to the structural design of road pavements.” Sydney, NSW, Australia.
British Standards Institution. (2001). “Bituminous mixtures. Test methods for hot mix asphalt. Sampling.” BS EN 12697-27:2001, London.
British Standards Institution. (2004). “Unbound and hydraulically bound mixtures. Cyclic load triaxial test for unbound mixtures.” BS EN 13286-7:2004, London.
Cameron, D. A., Rahman, M. M., and Azam, A. H. (2012). “Recycled clay masonry and recycled concrete aggregate blends in pavement.” Proc., GeoCongress 2012, ASCE, Reston, VA, 1532–1541.
Cheema, D. (2004). “Crushed recycled concrete for basecourse construction trial sections—Gilmore Ave (Kwinana Town).” Main Roads Western Australia, Bunbury, WA, Australia.
Department of Innovation Science Research and Tertiary Education. (2013). “Australia’s sustainable aggregates industry: Building our nation through smarter resource use”.
Gabr, A. R., and Cameron, D. A. (2012). “Properties of recycled concrete aggregate for unbound pavement construction.” J. Mater. Civ. Eng., 754–764.
Hick, R. G., and Monismith, C. L. (1971). “Factors influencing the resilient response of granular materials.” Highw. Res. Rec., 345, 15–31.
Hoyos, L., Puppala, A., and Ordonez, C. (2011). “Characterization of cement-fiber-treated reclaimed asphalt pavement aggregates: Preliminary investigation.” J. Mater. Civ. Eng., 977–989.
Jameson, G. (1995). “Response of cementitious pavement materials to repeated loading.” ARRB Australian Road Research Board, Vermont South, VIC, Australia.
Jitsangiam, P., Chummuneerat, S., Phenrat, T., and Nikraz, H. (2014). “Characteristics and performance of cement-modifiedbase course material in western Australia.” J. Mater. Civ. Eng., 04014056.
Jitsangiam, P., Nikraz, H., and Siripun, K. (2009). “Construction and demolition (C&D) waste as a road base material for western Australia roads.” Aust. Geomech., 44(3), 57–62.
Leek, C. (2008). “Use of recycled crushed demolition materials as base and sub-base in road construction.” Proc., Waste Recycle Conf. 2008, Waste Authority, Perth, WA, Australia.
Leek, C., and Siripun, K. (2010). “Assessment of the suitability of recycled demolition materials for pavement construction.” Waste Management Authority Perth Western Australia, ARRB Group, Melbourne, VIC, Australia.
Liu, Y., Stolle, D., Guo, P., and Emery, J. (2013). “Stress-path dependency of resilient behaviour of granular materials.” Int. J. Pavement Eng., 15(7), 614–622.
Marradi, A., and Laccieri, F. (2008). “Performance of cement stabilised recycled crushed concrete.” Proc., 1stInt. Conf. on Transport Infrastructure (ICTI) Conf., Beijing.
Mohammadinia, A., Arulrajah, A., Sanjayan, J., Disfani, M., Bo, M., and Darmawan, S. (2014). “Laboratory evaluation of the use of cement-treated construction and demolition materials in pavement base and subbase applications.” J. Mater. Civ. Eng., 04014186.
MRWA (Main Roads Western Australia). (2008). “Specification 501: Pavements.” Perth, WA, Australia.
MRWA (Main Roads Western Australia). (2010a). “Procedure for the design of road pavements.” Engineering Road Note 9, Perth, WA, Australia.
MRWA (Main Roads Western Australia). (2010b). “Specification 501: Pavements.” Perth, WA, Australia.
MRWA (Main Roads Western Australia). (2011). “Specification 501: Pavements.” Perth, WA, Australia.
MRWA (Main Roads Western Australia). (2012a). “Determination of the unconfined compressive strength of laboratory compacted specimens.”, Perth, WA, Australia.
MRWA (Main Roads Western Australia). (2012b). “Dry density/moisture content relationship: Modified compaction fine and medium grained soils.”, Perth, WA, Australia.
MRWA (Main Roads Western Australia). (2012c). “Specification 501: Pavements.” Perth, WA, Australia.
Nataatmadja, A., and Tan, Y. (2001). “Resilient response of recycled concrete road aggregates.” J. Transp. Eng., 450–453.
Puppala, A., Hoyos, L., and Potturi, A. (2011). “Resilient moduli response of moderately cement-treated reclaimed asphalt pavement aggregates.” J. Mater. Civ. Eng., 990–998.
Rehman, S. (2012). “Materials engineering.”, Main Roads Western Australia, Perth, WA, Australia.
Roads and Maritime Services. (2013). “Granular base and subbase materials for surfaced road pavements.”, Sydney, NSW, Australia.
Standards Australia. (1995). “Methods of sampling and testing asphalt—Determination of the resilient modulus of asphalt—Indirect tensile method.”, Sydney, NSW, Australia.
Taha, R., Al-Harthy, A., Al-Shamsi, K., and Al-Zubeidi, M. (2002). “Cement stabilization of reclaimed asphalt pavement aggregate for road bases and subbases.” J. Mater. Civ. Eng., 239–245.
Tatsuoka, F., Tomita, Y.-I., Iguchi, Y., and Hirakawa, D. (2013). “Strength and stiffness of compacted crushed concrete aggregate.” Soils Found., 53(6), 835–852.
Uzan, J. (1992). “Resilient characterization of pavement materials.” Int. J. Numer. Anal. Meth. Geomech., 16(6), 453–459.
VicRoads. (2013). “Section 815: Cementitious treated crushed rock for pavement subbase.” Kew, VIC, Australia.
Voung, B. (1991). EFROM2 user’s manual: A computer based program for back-calculating elastic properties from pavement deflection bowls, ARRB Transport Research, Melbourne, Australia.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 10October 2015

History

Received: Sep 10, 2014
Accepted: Nov 14, 2014
Published online: Dec 22, 2014
Discussion open until: May 22, 2015
Published in print: Oct 1, 2015

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Authors

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Peerapong Jitsangiam [email protected]
Senior Lecturer, Dept. of Civil Engineering, Curtin Univ., Kent St., Bentley, Perth, WA 6102, Australia; mailing address: P.O. Box U1987, Perth, WA 6845, Australia (corresponding author). E-mail: [email protected]; [email protected]
Kornkanok Boonserm
Faculty of Science and Liberal Arts, Dept. of Applied Chemistry, Rajamangala Univ. of Technology Isan, Nakhon Ratchasima 30000, Thailand.
Tanapon Phenrat
Faculty of Engineering, Research Unit for Integrated Natural Resources Remediation and Reclamation (IN3 R), Dept. of Civil Engineering, Naresuan Univ., Phitsanulok 65000, Thailand; and Faculty of Engineering, Center of Excellence for Sustainability of Health, Environment, and Industry (SHEI), Naresuan Univ., Phitsanulok 65000, Thailand.
Suphat Chummuneerat
Postdoctoral Research Associate, Dept. of Civil Engineering, Curtin Univ., Kent St., Bentley, Perth, WA 6102, Australia.
Prinya Chindaprasirt
Faculty of Engineering, Dept. of Civil Engineering, Sustainable Infrastructure Research and Development Center, Khon Kaen Univ., Khon Kaen 40002, Thailand.
Hamid Nikraz
Professor, Dept. of Civil Engineering, Curtin Univ., Kent St., Bentley, Perth, WA 6102, Australia.

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