Technical Papers
Aug 14, 2014

Laboratory Evaluation of the Use of Cement-Treated Construction and Demolition Materials in Pavement Base and Subbase Applications

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 6

Abstract

Construction and demolition (C&D) materials constitute a major proportion of waste materials present in landfills worldwide. With the scarcity of high-quality quarry aggregates, alternative materials, such as C&D materials, are increasingly being considered as a replacement for traditional road-construction materials, particularly as the sustainable usage of these C&D materials has significant environmental benefits. In this research, an extensive laboratory evaluation was carried out to determine the engineering properties of cement-treated C&D materials. The C&D materials investigated were reclaimed asphalt pavement (RAP), recycled concrete aggregate (RCA), and crushed brick (CB). The geotechnical properties of cement-treated C&D materials were evaluated to assess their performance in pavement base/subbase applications. The effect of curing duration on the strength of the C&D materials was analyzed by conducting unconfined compression strength and repeated load triaxial tests. The RAP required 2% cement (by weight) and either 7 or 28 days of curing to meet the local road-authority requirements, whereas RCA and CB required 4% cement and 28 days of curing. The RAP exhibited the highest strength in all cases, with the same cement content and for the same curing duration, followed by RCA and CB. The resilient moduli of C&D materials increased with an increase in cement content, curing duration, and confining pressure. Humidity curing was found to play an important role in the strength development of cement-treated C&D materials. This study indicates that cement-treated C&D materials are viable construction materials for pavement base/subbase applications.

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Acknowledgments

This research was supported under Australian Research Council’s Linkage Projects funding scheme (Project Number LP120100107).

References

AASHTO. (1994). “Standard test method of tests for resilient modulus of subgrade soils and untreated base/subbase materials.” AASHTO T 294-94, Washington, DC.
AASHTO. (2007). “Standard method of test for determining the resilient modulus of soils and aggregate materials.” AASHTO T 307-99, Washington, DC.
Akbulut, H., and Gurer, C. (2007). “Use of aggregates produced from marble quarry waste in asphalt pavements.” J. Build. Environ., 42(5), 1921–1930.
Al-Zoubi, M. S. (2008). “Undrained shear strength and swelling characteristics of cement treated soil.” Jordan J. Civ. Eng., 2(1), 53–62.
American Concrete Institute. (2001). Guide for the design and construction of concrete reinforced with FRP bars, Detroit, MI.
American Concrete Pavement Association. (1994). Construction of portland cement concrete pavements, Federal Highway Administration, U.S. Dept. of Transportation, American Concrete Pavement Association, Washington, DC.
Arulrajah, A., Ali, M. M. Y., Disfani, M. M., Piratheepan, J., and Bo, M. W. (2013a). “Geotechnical performance of recycled glass-waste rock blends in footpath bases.” J. Mater. Civ. Eng., 653–661.
Arulrajah, A., Disfani, M. M., Horpibulsuk, S., Suksiripattanapong, C., and Prongmanee, N. (2014a). “Physical properties and shear strength responses of recycled construction and demolition materials in unbound pavement base/subbase applications.” Constr. Build. Mater., 58, 245–257.
Arulrajah, A., Piratheepan, J., Ali, M. M. Y., and Bo, M. W. (2012a). “Geotechnical properties of recycled concrete aggregate in pavement sub-base applications.” Geotech. Test. J., 35(5), 1–9.
Arulrajah, A., Piratheepan, J., Bo, M. W., and Sivakugan, N. (2012b). “Geotechnical characteristics of recycled crushed brick blends for pavement sub-base applications.” Can. Geotech. J., 49(7), 796–811.
Arulrajah, A., Piratheepan, J., and Disfani, M. M. (2014b). “Reclaimed asphalt pavement and recycled concrete aggregate blends in pavement subbases: Laboratory and field evaluation.” J. Mater. Civ. Eng., 349–357.
Arulrajah, A., Piratheepan, J., Disfani, M. M., and Bo, M. W. (2013b). “Geotechnical and geoenvironmental properties of recycled construction and demolition materials in pavement subbase applications.” J. Mater. Civ. Eng., 1077–1088.
ASTM. (2006). “Standard test method for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine.” ASTM C131, West Conshohocken, PA.
ASTM. (2007a). “Standard test method for particle-size analysis of soils.” ASTM D422-63, West Conshohocken, PA.
ASTM. (2007b). “Standard test methods for moisture, ash, and organic matter of peat and other organic soils.” ASTM D2974, West Conshohocken, PA.
ASTM. (2009). “Standard test method for unconfined compressive strength of compacted soil-lime mixtures.” ASTM D5102, West Conshohocken, PA.
ASTM. (2011). “Standard practice for classification of soils for engineering purposes (unified soil classification system).” ASTM D2487-11, West Conshohocken, PA.
Austroads. (2009). Guide to pavement technology, A. G. Kieran Sharp, ed., Sydney, NSW, Australia.
British Standards Institution. (2000). “Method for determination of particle shape; flakiness index.” British Standard 812-105.1, London, U.K.
Chakrabarti, S., and Kodikara, J. (2007). “Direct tensile failure of cementitiously stabilized crushed rock materials.” Can. Geotech. J., 44(2), 231–240.
Davich, P., Labuz, J., Guzina, B., and Drescher, A. (2004). “Small strain and resilient modulus testing of granular soils.”, Dept. of Civil Engineering, Univ. of Minnesota, Minneapolis, MN.
Delatte, N. (2007). Concrete pavement design, construction, and performance, 2nd Ed., Taylor & Francis, New York, 445.
Department for Transport, Energy and Infrastructure. (1991). Resilient modulus characterisation of granular unbound pavement materials, Adelaide, SA, Australia.
Disfani, M. M., Arulrajah, A., Bo, M. W., and Hankour, R. (2011). “Recycled crushed glass in road work applications.” Waste Manage., 31(11), 2341–2351.
Gabr, A. R., and Cameron, D. A. (2012). “Properties of recycled concrete aggregate for unbound pavement construction.” J. Mater. Civ. Eng., 754–764.
Grubb, D. G., Gallagher, P. M., Wartman, J., Liu, Y., and Carnivale, M., III (2006). “Laboratory evaluation of crushed glass–dredged material blends.” J. Geotech. Geoenviron. Eng., 562–576.
Han, J., and Thakur, J. K. (2013). “Use of geosynthetics to stabilize recycled aggregates in roadway construction.” ICSDEC 2012, ASCE, Reston, VA, 473–480.
Horpibulsuk, S., Phetchuay, C., and Chinkulkijniwat, A. (2012). “Soil stabilization by calcium carbide residue and fly ash.” J. Mater. Civ. Eng., 184–193.
Hoyos, L. R., Puppala, A. J., and Ordonez, C. A. (2011). “Characterization of cement fiber-treated reclaimed asphalt pavement aggregates: Preliminary investigation.” J. Mater. Civ. Eng., 977–989.
Imteaz, M. A., Ali, M. Y., and Arulrajah, A. (2012). “Possible environmental impacts of recycled glass used as a pavement base material.” Waste Manage. Res., 30(9), 917–921.
Kampala, A., Horpibulsuk, S., Chinkullijniwat, A., and Shen, S. L. (2013). “Engineering properties of recycled calcium carbide residue stabilized clay as fill and pavement materials.” Constr. Build. Mater., 46, 203–210.
Papagiannakis, A. T., and Masad, E. A. (2007). Pavement design and material, Wiley, Hoboken, NJ.
Poon, C. S., and Chan, D. (2006). “Feasible use of recycled concrete aggregates and crushed clay brick as unbound road sub-base.” Constr. Build. Mater., 20(8), 578–585.
Potturi, A. (2007). “Evaluation of resilient modulus of cement and cement-fiber treated reclaimed asphalt pavement (RAP) aggregates.” Univ. of Texas at Arlington, Arlington, TX.
Puppala, A. J., Hoyos, L. R., and Potturi, A. K. (2011). “Resilient moduli response of moderately cement-treated reclaimed asphalt pavement aggregates.” J. Mater. Civ. Eng., 990–998.
Rahman, M. A., Arulrajah, A., Piratheepan, J., Bo, M. W., and Imteaz, M. A. (2014a). “Resilient modulus and permanent deformation responses of geogrid-reinforced construction and demolition materials.” J. Mater. Civ. Eng., 512–519.
Rahman, M. A., Imteaz, M., Arulrajah, A., and Disfani, M. M. (2014b). “Suitability of recycled construction and demolition aggregates as alternative pipe backfilling materials.” J. Cleaner Prod., 66, 75–84.
Senadheera, S., Nash, P., and Rana, A. (1995). Characterization of the behavior of granular road material containing glass cullet, Dept. of Civil Engineering, Texas Tech Univ., Lubbock, TX.
Standards Australia. (1996). “Method for sampling and testing aggregates: Particle size distribution by sieving.” Australian Standard 1141.11, Sydney, NSW, Australia.
Standards Australia. (1997). “Soil chemical tests—Determination of the pH value of a soil—Electrometric method.” Australian Standard 1289.4.3.1, Sydney, NSW, Australia.
Standards Australia. (1998). “Supplementary cementitious materials for use with portland and blended cement. Part 1: Fly ash.” Australian Standard 3582.1, Sydney, NSW, Australia.
Standards Australia. (2000a). “Particle density and water absorption of coarse aggregate—Weighing-in-water method.” Australian Standard 1141.6.1, Sydney, NSW, Australia.
Standards Australia. (2000b). “Particle density and water absorption of fine aggregate.” Australian Standard 1141.5, Sydney, NSW, Australia.
Standards Australia. (2003). “Soil compaction and density tests—Determination of the dry density/moisture content relation of a soil using modified compactive effort.” Australian Standard 1289.5.2.1, Sydney, NSW, Australia.
Standards Australia. (2009). “Methods of testing soils for engineering purposes, method 3.3.1: Soil classification tests—Calculation of the plasticity index of a soil.” Australian Standard 1289.3.3.1, 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.
Texas Dept. of Transportation (TxDOT). (2013). “Test procedure for soil-cement testing.”, Austin, TX.
Thakur, J. K., Han, J., and Parsons, R. L. (2013). “Creep behavior of geocell-reinforced recycled asphalt pavement bases.” J. Mater. Civ. Eng., 1533–1542.
Thakur, J. K., Han, J., Pokharel, S. K., and Parsons, R. L. (2012). “Performance of geocell-reinforced recycled asphalt pavement (RAP) bases over weak subgrade under cyclic plate loading.” Geotext. Geomembr., 35, 14–24.
Uzan, J. (1981). “Characterization of granular material.”, Transportation Research Board, Washington, DC, 17–23.
VicRoads. (2008). “Manual of testing: Foreign materials in crushed concrete.”, Kew, VIC, Australia.
VicRoads. (2011). “Section 812: Crushed rock for pavement base and subbase.” Kew, VIC, Australia.
VicRoads. (2013). “Section 815: Cementitious treated crushed rock for pavement subbase.” Kew, VIC, Australia.
Wartman, J., Grubb, D. G., and Nasim, A. S. M. (2004). “Select engineering characteristics of crushed glass.” J. Mater. Civ. Eng., 526–539.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 6June 2015

History

Received: Feb 14, 2014
Accepted: Jun 16, 2014
Published online: Aug 14, 2014
Discussion open until: Jan 14, 2015
Published in print: Jun 1, 2015

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Authors

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Alireza Mohammadinia [email protected]
Ph.D. Student, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia. E-mail: [email protected]
Arul Arulrajah [email protected]
Associate Professor, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia (corresponding author). E-mail: [email protected]
Jay Sanjayan [email protected]
Professor, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia. E-mail: [email protected]
Mahdi M. Disfani [email protected]
Lecturer, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia. E-mail: [email protected]
Myint Win Bo [email protected]
Senior Vice President/Senior Principal, DST Consulting Engineers Inc., Thunder Bay, ON, Canada P7B 5V5. E-mail: [email protected]
Stephen Darmawan [email protected]
Director, Geotesta Pty Ltd., Notting Hill, VIC 3168, Australia. E-mail: [email protected]

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