Recycled-glass blends in pavement base/subbase applications: Laboratory and field evaluation

Journal of Materials in Civil Engineering

Volumn 26, Issue 7, 2014, Pages

  Arulrajah, A ^a   Ali, M M Y ^a   Disfani, M M ^a   Horpibulsuk, S ^a,b  

^a SWINBURNE UNIVERSITY OF TECHNOLOGY   (Australia)

^b SURANAREE UNIVERSITY OF TECHNOLOGY   (Thailand)

Author keywords

Construction and demolition waste; Pavement; Recycled glass; Recycled material; Repeated load triaxial

Indexed keywords

GLASS; LABORATORIES; PAVEMENTS; SOFTWARE TESTING;

CONSTRUCTION AND DEMOLITION WASTE; EXPERIMENTAL PROGRAM; LABORATORY EVALUATION; PAVEMENT BASE MATERIALS; RECYCLED CONCRETE AGGREGATES; RECYCLED GLASS; RECYCLED MATERIALS; REPEATED LOAD TRIAXIAL;

RECYCLING;

BASE COURSE; CONSTRUCTION MATERIAL; DEMOLITION; GEOTECHNICAL PROPERTY; GLASS; LABORATORY METHOD; PAVEMENT; PERFORMANCE ASSESSMENT; RECYCLING;

EID: 84905085210     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000966     Document Type: Article

References (35)

1. Akbulut, H., and Gurer, C. (2007). "Use of aggregates produced from marble quarry waste in asphalt pavements." J. Build. Environ., 42(5), 1921-1930.
2. Arulrajah, A., Ali, M., Disfani, M., Piratheepan, J., and Bo, M. (2013a). "Geotechnical performance of recycled glass-waste rock blends in footpath bases." J. Mater. Civ. Eng., 10.1061/(ASCE)MT.1943-5533 .0000617, 653-661.
3. Arulrajah, A., Ali, Y. M. M., Piratheepan, J., and Bo, M.W. (2012a). "Geotechnical properties of waste excavation rock in pavement sub-base applications." J. Mater. Civ. Eng., 10.1061/(ASCE)MT.1943-5533 .0000419, 924-932.
4. Arulrajah, A., Piratheepan, J., Aatheesan, T., and Bo, M. W. (2011). "Geotechnical properties of recycled crushed brick in pavement applications." J. Mater. Civ. Eng., 23(10), 1444-1452.
5. 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.
6. Arulrajah, A., Piratheepan, J., Disfani, M., and Bo, M. (2013b). "Geotechnical and geoenvironmental properties of recycled construction and demolition materials in pavement subbase applications." J. Mater. Civ. Eng., 10.1061/(ASCE)MT.1943-5533.0000652, 1077-1088.
7. ASTM. (2007). "Standard specification for materials for soil-aggregate subbase, base, and surface courses." ASTM standard D1241, West Conshohocken, P.A.
8. ASTM. (2010). "Standard test method for in-place density and water content of soil and soil-aggregate by nuclear methods (shallow depth)." ASTM D6938, West Conshohocken, P.A.
9. Austroads. (2000). "Austroads repeated load triaxial test method: Determination of permanent deformation and resilient modulus characteristics of unbound granular materials under drained conditions." AG-PT/ T053 Reprint of APRG 00/33 (MA), B. T. Vuong and R. Brimble, eds., Austroads, Sydney, Australia.
10. Azam, A. M., and Cameron, D. A. (2013). "Geotechnical properties of blends of recycled clay masonry and recycled concrete aggregates in unbound pavement construction." J. Mater. Civ. Eng., 10.1061/ (ASCE)MT.1943-5533.0000634, 788-798.
11. Clegg, B. (1986). "Correlation with California bearing ratio." Clegg Impact Soil Tester Newsletter, No. 2, July.
12. Courard, L., Michel, F., and Delhez, P. (2010). "Use of concrete road recycled aggregates for roller compacted concrete." J. Constr. Build. Mater., 24(3), 390-395.
13. 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.
14. Disfani, M. M., Arulrajah, A., Bo, M.W., and Sivakugan, N. (2012). "Environmental risks of using recycled crushed glass in road applications." J. Cleaner Prod., 20(1), 170-179.
15. Gabr, A., and Cameron, D. (2012). "Properties of recycled concrete aggregate for unbound pavement construction." J. Mater. Civ. Eng., 10.1061/ (ASCE)MT.1943-5533.0000447, 754-764.
16. Gomez-Soberon, J. M. V. (2002). "Porosity of recycled concrete with substitution of recycled concrete aggregate: An experimental study." Int. J. Cem. Concr. Res., 32(8), 1301-1311.
17. Grubb, D. G., Davis, A. F., Sands, S. C., Carnivale, M., Wartman, J., and Gallagher, P. M. (2006). "Field evaluation of crushed glass-dredged material blends." J. Geotech. Geoenviron. Eng., 10.1061/(ASCE) 1090-0241(2006)132:5(577), 577-590.
18. 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., 10.1061/(ASCE)1090-0241 (2006)132:5(562), 562-576.
19. 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., 10.1061/(ASCE)MT.1943- 5533.0000267, 977-989.
20. Landris, T. L. (2007). "Recycled glass and dredged materials." Rep. ERDC TN-DOER-T8, U.S. Army Corps of Engineers: Engineer Research and Development Center, Vicksburg, M.S.
21. National Cooperative Highway Research Program (NCHRP). (2003). "Final report-Guide for mechanistic-empirical design of new and rehabilitated pavement design structures-Part 2 design inputs- Chapter 2: Material characterization." ERES Division of ARA, Champaign, I.L.
22. Nunes, M. C. M., Bridges, M. G., and Dawson, A. R. (1996). "Assessment of secondary materials for pavement construction: Technical and environmental aspects." Waste Manage., 16(1-3), 87-96.
23. Ooi, P. S. K., Li, M. M. W., Sagario, M. L. Q., and Song, Y. (2008). "Shear strength characteristics of recycled glass." Transp. Res. Rec., 2059(1), 52-62.
24. Papagiannakis, A. T., and Masad, E. A. (2007). Pavement design and material, Wiley, New Jersey.
25. Park, T. (2003). "Application of construction and building debris as base and subbase materials in rigid pavement." J. Transp. Eng., 10.1061/ (ASCE)0733-947X(2003)129:5(558), 558-563.
26. Paul, R., and Warwick, R. (1996). "Use of recycled crushed concrete for road and pavement sub-base." Proc., 18th ARRB Conf., Australia, Road Research Board, Christchurch, NZ, 93-106.
27. 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.
28. Puppala, A., Sireesh, S., and Williammee, R. (2012). "Sustainable reuse of limestone quarry fines and RAP in pavement base/subbase layers." J. Mater. Civ. Eng., 10.1061/(ASCE)MT.1943-5533.0000404, 418-429.
29. 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., 10.1061/(ASCE)MT.1943-5533 .0000268, 990-998.
30. Rodgers, M., Hayes, G., and Healy, M. G. (2009). "Cyclic loading tests on sandstone and limestone shale aggregates used in unbound forest roads." Constr. Build. Mater., 23(6), 2421-2427.
31. Saride, S., Puppala, A. J., andWilliammee, R. (2010). "Assessing recycled/ secondary materials as pavement bases." Ground Improv. Proc. Inst. Civ. Eng., 163(1), 3-12.
32. 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., 10.1061/(ASCE)0899-1561 (2002)14:3(239), 239-245.
33. Tam, V. W. Y., and Tam, C. M. (2007). "Crushed aggregates production from centralized combined and individual waste sources in Hong Kong." J. Constr. Build. Mater., 21(4), 879-886.
34. Tao, M., Mohammad, L. N., Nazzal, M. D., Zhang, Z., and Wu, Z. (2010). "Application of shakedown theory in characterizing traditional and recycled pavement base materials." J. Transp. Eng., 10.1061/(ASCE) 0733-947X(2010)136:3(214), 214-222.
35. Wartman, J., Grubb, D. G., and Nasim, A. S. M. (2004). "Select engineering characteristics of crushed glass." J. Mater. Civ. Eng., 10.1061/ (ASCE)0899-1561(2004)16:6(526), 526-539.