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Published in:
Single-Frequency Method for Computing Seismic Earth Pressures Read chapter Read first chapter

2021 | OriginalPaper | Chapter

22. Resilient Behavior of Stabilized Reclaimed Bases

Authors : Sireesh Saride, Maheshbabu Jallu

Published in: Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics

Publisher: Springer Singapore

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Abstract

The performance of a flexible pavement depends on its resilient response from the supporting structural layers, which include dense bitumen macadam, base and subbase layers. The use of reclaimed asphalt pavement (RAP) materials in pavement base course layer has proven alternative under the sustainability framework. Since the RAP is an inferior material, it needs to be stabilized with cementitious materials and ascertain their resilient behavior. In this present study, a high percentage of RAP stabilized with alkali-activated fly ash (FA) was considered as an alternative to 100% virgin aggregate (VA) and sustainable pavement base material. The proposed alkali activation is expected to enhance the reactivity of FA with time. The resilient modulus (Mr) and unconfined compressive strength (UCS) of various mixes were examined. The results show that the resilient behavior of RAP can be enhanced by about fourfold when an optimum stabilizer is adopted. A 12-fold increase in UCS is observed with an LAA ratio of 50:50. Based on the wide range of Mr test data, design charts were proposed to determine the stabilized reclaimed bases for flexible pavements.

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previous chapter Application of Soft Computing in Geotechnical Earthquake Engineering
next chapter Computing Seismic Displacements of Cantilever Retaining Wall Using Double Wedge Model
Literature
AASHTO (1993) Guidelines for design of pavement structures. AASHTO, vol 1, Washington, DC
AASHTO (2003) Standard method of test for determining the resilient modulus of soils and aggregate materials. AASHTO T307–99, Washington, DC
AASHTO (2009) Classification of soils and soil-aggregate mixtures for highway construction purposes. AASHTO M145–91, Washington, DC
Arulrajah A, Mohammadinia A, D’Amico A, Horpibulsuk S (2017) Cement kiln dust and fly ash blends as an alternative binder for the stabilization of demolition aggregates. Constr Build Mater 145:218–225CrossRef
ASTM (2012a) Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete. ASTM C618, West Conshohocken, PA
ASTM (2012b) Standard test methods for laboratory compaction characteristics of soil using modified effort. ASTM D1557, West Conshohocken, PA
ASTM (2017) Standard Test Methods for Compressive Strength of Molded Soil-Cement Cylinders. ASTM D1633, West Conshohocken, PA
Austroads (2006) Guide to pavement technology. Part 4D: stabilised materials. AGPT04D/06, Sydney
Austroads (2017) Guide to pavement technology: part 2: pavement structural design. AGPT02–17
Avirneni D, Peddinti PR, Saride S (2016) Durability and long-term performance of geopolymer stabilized reclaimed asphalt pavement base courses. Const Build Mater 121:198–209
Cetin B, Aydilek AH, Guney Y (2010) Stabilization of recycled base materials with high carbon fly ash. Res Conserv Recycl 54(11):878–892CrossRef
Collins RJ, Ciesilski SK (1994) Recycling and use of waste materials and by-products in highway construction. Synthesis of Highway Practice 199, National Academy, Washington, D.C., pp 1–77
IRC (Indian Roads Congress) (2018) Guidelines for the design of flexible pavements. Indian code of practice. IRC:37–2018, New Delhi, India
Jallu M, Arulrajah A, Saride S, Evans R (2020) Flexural fatigue behavior of fly ash geopolymer stabilized-geogrid reinforced RAP bases. Const Build Mater 254:119–263
Janoo VC (1994) Layer coefficients for NHDOT pavement materials. Special Rep. 94–30, Prepared for NH Dept. of Transportation and U.S. Dept. of Transportation, Hanover, NH
McGarrah EJ (2007) Evaluation of current practices of reclaimed asphalt pavement/virgin aggregate as base course material. WA State Dept. of Transport. Rep. No. WA-RD 713.1, p 33
Mohammadinia A, Arulrajah A, Horpibulsuk S, Chinkulkijniwat A (2017) Effect of fly ash on properties of crushed brick and reclaimed asphalt in pavement base/subbase applications. J Hazard Mater 321:547–556CrossRef
Mohammadinia A, Arulrajah A, D’Amico A, Horpibulsuk S (2018) Alkali-activation of fly ash and cement kiln dust mixtures for stabilization of demolition aggregates. Constr Build Mater 186:71–78CrossRef
MoRTH (2013) Specification for road and bridge works, 5th Revision. Ministry of Road Transport and Highways (MoRTH), New Delhi, India
Nehdi M (2001) Ternary and quaternary cements for sustainable development. Concrete Int 23(4):35–42
Palomo A, Grutzeck MW, Blanco MT (1999) Alkali-activated fly ashes: a cement for the future. Cem Concr Res 29(8):1323–1329CrossRef
Puppala AJ, Saride S, Potturi A, Hoyos LR (2009) Resilient behavior of cement-fiber treated reclaimed asphalt pavement (RAP) aggregates as bases. Proceedings of International Foundation Congress and Equipment Expo, ASCE, GSP 187:433–440CrossRef
Puppala AJ, Saride S, Williammee R (2012) Sustainable reuse of limestone quarry fines and RAP in pavement base/subbase layers. J Mater Civil Eng 24(4):418–429CrossRef
Puppala AJ, Pedarla A, Chittoori B, Ganne VK, Nazarian S (2017) Long-term durability studies on chemically treated reclaimed asphalt pavement material as a base layer for pavements. Trans Res Rec 2657(1):1–9
Rattanasak U, Chindaprasirt P (2009) Influence of NaOH solution on the synthesis of fly ash geopolymer. Miner Eng 22(12):1073–1078CrossRef
Saride S, Puppala AJ, Williammee R (2010) Assessing recycled/secondary materials as pavement bases. Gr Improv 163(1):3–12CrossRef
Saride S, Avirneni D, Javvadi SCP (2015) Utilization of reclaimed asphalt pavements in Indian low-volume roads. J Mater Civil Eng 28(2):04015107CrossRef
Saride S, Avirneni D, Challapalli S (2016) Micro-mechanical interaction of activated fly ash mortar and reclaimed asphalt pavement materials. Constr Build Mater 123:424–435CrossRef
Sherwood PT (2001) Alternate materials in road construction: a guide to the use of recycled and secondary aggregates, 2nd edn. Thomas Telford, LondonCrossRef
Taha R, Ali G, Basma A, Al-Turk O (1999) Evaluation of reclaimed asphalt pavement aggregate in road bases and subbases. Transportation Research Record 1652, Washington, DC, pp 264–269
Taha R, Ali A, Khalid A, Muamer A (2002) Cement stabilization of reclaimed asphalt pavement aggregates for road bases and subbases. J Mater Civil Eng 14(3):239–245CrossRef
Texas Department of Transportation (2014) Standard specifications for construction and maintenance of highways, streets, and bridges (Item 276). TxDOT, Austin, TX
Yuan D, Nazarian S, Hoyos LR, Puppala AJ (2010) Cement treated RAP mixes for roadway bases. Report. FHWA/TX-10/0–6084–1, p 124
Metadata
Title
Resilient Behavior of Stabilized Reclaimed Bases
Authors
Sireesh Saride
Maheshbabu Jallu
Copyright Year
2021
Publisher
Springer Singapore
Book
Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics

Print ISBN: 978-981-16-1467-5

Electronic ISBN: 978-981-16-1468-2

Copyright Year: 2021

DOI
https://doi.org/10.1007/978-981-16-1468-2_22