Sustainable Reuse of Limestone Quarry Fines and RAP in Pavement Base/Subbase Layers

Journal of Materials in Civil Engineering

Volumn 24, Issue 4, 2012, Pages 418-429

  Puppala, Anand J ^a   Saride, Sireesh ^b   Williammee, Richard ^c  

^a UNIVERSITY OF TEXAS AT ARLINGTON   (United States)

^b INDIAN INSTITUTE OF TECHNOLOGY HYDERABAD   (India)

^c Texas Department of Transportation   (United States)

Author keywords

Instrumentation; Limestone quarry fines; Modeling; Pavement bases; Reclaimed asphalt pavement; Recycled materials

Indexed keywords

CEMENT STABILIZATION; CONSOLIDATION TESTS; EMBANKMENT FILL; FIELD CONDITIONS; FOUNDATION MATERIALS; GEOTECHNICAL CHARACTERIZATION; HOT MIX ASPHALT; INSTRUMENTATION; LABORATORY TEST; LANDFILLING; LIME-STONE QUARRY; LONG TERM PERFORMANCE; LOW MODULUS; MATERIAL PROPERTY; NUMERICAL STUDIES; PAVEMENT BASE; PAVEMENT CONSTRUCTION; PAVEMENT LAYER; RECLAIMED ASPHALT PAVEMENTS; RECYCLED MATERIALS; REPEATED LOAD TRIAXIAL TESTS; RESILIENT BEHAVIOR; STATE HIGHWAYS; TEST SECTIONS;

CHARACTERIZATION; LIMESTONE; MATERIALS; MODELS; QUARRIES; RECYCLING; TESTING;

STRENGTH OF MATERIALS;

ASPHALT; COMPRESSIBILITY; COMPUTER SIMULATION; CONSOLIDATION; EMBANKMENT; FOUNDATION; INSTRUMENTATION; LANDFILL; LIMESTONE; NUMERICAL MODEL; PAVEMENT; QUARRY; SHEAR STRENGTH;

EID: 84860364406     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000404     Document Type: Article

References (33)

1. 1993, AASHTO, AASHTO Guide for Design of Pavement Structures, Washington, D.C.
2. 2003, 4.13. ASTM International, ASTM book of standards, Vol. Philadelphia.
3. Bennert T. Ali M. The development of performance specification for granular base and subbase material. 2005, and (accessed online through).
4. Collins R.J. Ciesilski S.K. Recycling and use of waste materials and byproducts in highway construction. Synthesis of Highway Practice 199 1994, 1-77. and National Academy, Washington, D.C.
5. Das S.C. Bakeer R. Zhong J. Schutt M. 1990, and "Assessment of mitigation embankment settlement with pile supported approach slabs." LA Transportation and Research Center, Baton Rouge, LA.
6. Eades J.L. Nichols F.P. Grim R.E. Formation of new minerals with lime stabilization as proven by field experiments in VA. 1962, and Highway Research Board Bulletin No. 335.
7. Fraser J. McBride R.A. The utility of aggregate processing fines in the rehabilitation of dolomite quarries. Land Degrad. Dev. 2000, 11(1):1-17. LDDEF6, 1085-3278, 10.1002/(SICI)1099-145X(200001/02)11:1<1::AID-LDR352>3.0.CO;2-W.
8. Gnanendran C.T. Woodburn L.J. Recycled aggregate for pavement construction and the influence of stabilization. Proc., 21st ARRB and 11th REAAA Conf. 2003, 21:1755-1768. and Vol. Australian Road Research Board (AARB), Leederville, Australia.
9. Harichandran R.S. Yeh M.-S. Baladi G.Y. MICHPAVE: nonlinear finite element program for the analysis of flexible pavements. 1990, and Transportation Research Record, TRR No. 1286.
10. Holtz K. Eighmy T. Scanning European advances in the use of recycled materials in highway construction. Public Roads 2000, 64(1):34-40. PUROAQ, 0033-3735.
11. Huffman M. Limestone pond fines case study: Subtitle D landfill soil infiltration layer and other applications. ICAR 9th Annual Symp. 2001, 15. (CD-ROM), International Center for Aggregates Research (ICAR), Austin, TX.
12. James R.W. Zhang H. Zollinger D.G. Observations of severe abutment back wall damage. 1991, 55-61. and Transportation Research Record 1319, Transportation Research Board.
13. Janoo V.C. Layer coefficients for NHDOT pavement materials. 1994, Special Rep. 94-30, Prepared for NH Dept. of Transportation and U.S. Dept. of Transportation, Hanover, NH.
14. Kumar D.S. Hudson W.R. Potential uses for quarry fines. Stone Review 1993, 12-14. and National Stone Association, WA, DC, 9(2).
15. Kuo C. Huang C. Three-dimensional pavement analysis with nonlinear subgrade materials. J. Mater. Civ. Eng. 2006, 18(4):537-544. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2006)18:4(537).
16. Manning D. Exploration and use of quarry fines. 2004, Rep. No. 087/MIST2/DC/01, MIST project reference: MA/2/4/003, Mineral Solutions, Manchester, Published in 2004.
17. McGarrah E.J. Evaluation of current practices of reclaimed asphalt pavement/virgin aggregate as base course material. 2007, 33. WA State Dept. of Transport. Rep. No. WA-RD 713.1, p.
18. MO Asphalt Pavement Association (MAPA) website. Recycling of Asphalt Pavement, (accessed online at).
19. Guide for mechanistic-empirical pavement design for new and rehabilitated pavement structures. 2004, 146. MEPDG, Final Report, Part 3, Chapter 4, NCHRP, Transportation Research Board, National Research Council, Washington, DC.
20. Naik T.R. Greener concrete using recycled materials. Concr. Int. 2002, 24(7):49-53. CNCIEH, 0162-4075.
21. Naik T.R. Rudolph N.K. Chun Y.M. Fethullah C. Bruce W.R. Use of fly ash and limestone quarry byproducts for developing economical self-compacting concrete. 2005, and Rep. No. CBU 2005-14, REP-590, Center for By-Products Utilization, Milwaukee, WI.
22. 2004, NCHRP/TRB, Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures, Appendix RR: Finite Element Procedures of Flexible Pavement Analysis.
23. Nehdi M. Ternary and quaternary cements for sustainable development. Concr. Int. 2001, 23(4):35-42. CNCIEH, 0162-4075
24. Puppala A.J. Saride S. Potturi A. Hoyos L.R. Resilient behavior of cement-fiber treated reclaimed asphalt pavement (RAP) aggregates as bases. Proc. Int. Found. Congress and Equipment Expo, ASCE, GSP 187 2009, 433-440.
25. Saride S. Puppala A.J. Williammee R. Assessing recycled/secondary materials as pavement bases. Ground Improv. 2010, 163(1):3-12. 1365-781X, 10.1680/grim.2010.163.1.3.
26. Sherwood P.T. Alternate materials in road construction: guide to the use of recycled and secondary aggregates 2001, 2nd Ed., Thomas Telford, London.
27. Sirivitmaitrie C. Novel stabilization methods for sulfate and non-sulfate soils. 2008, Ph.D. thesis, Univ. of Texas, Arlington, TX.
28. Soosan T.G. Sridharan A. Jose B.T. Abraham B.M. Utilization of quarry dust to improve geotechnical properties of soils in highway construction. Geotech. Test. J. 2005, 28(4):3911-4001. GTJODJ, 0149-6115.
29. Taha R. Ali G. Basma A. Al-Turk O. Evaluation of reclaimed asphalt pavement aggregate in road bases and subbases. Transportation Research Record 1652 1999, 264-269. and Washington, DC.
30. Taha R. Ali A. Khalid A. Muamer A. Cement stabilization of reclaimed asphalt pavement aggregates for road bases and subbases. J. Mater. Civ. Eng. 2002, 14(3):239-245. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2002)14:3(239).
31. Tepordei V.V. Construction sand and gravel. 1992, Annual report 1990. U.S. Department of Interior, Bureau of Mines.
32. 1999, TxDOT online manuals.
33. Woodside A.R. Woodward W.D. H. Phillips P. Mills A. Sustainable reuse of highway materials in hot and cold bituminous mixtures. Proc. ICE Munic. Eng. 2000, 139(3):181-186. PCEME3, 0965-0903, 10.1680/muen.2000.139.3.181.