Technical Papers
Apr 29, 2019

Effect of Warm-Mix Additives and Lime on Intermediate-Temperature Fracture Property of RET- and PPA-Modified Asphalt Binder

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 7

Abstract

Asphalt binder phase plays a significant role in cracking resistance of asphaltic mixture. Therefore, selection of appropriate asphalt binder combination becomes important, especially when asphaltic pavement is expected to experience heavy traffic under intermediate-temperature conditions. Previous research shows that the use of polyphosphoric acid (PPA) along with reactive elastomeric terpolymer (RET) may improve various performance parameters; however, it may increase the energy requirement during the construction stage. To address this issue, use of warm-mix additives (WMAs) has been recommended. Therefore, the present study aimed at evaluating effects of different WMAs (wax, chemical, and zeolite based) on intermediate-temperature fracture properties of PPA- and RET-modified asphalt binder using a double-edge notched tension (DENT) test. It was found that chemical-based WMA may significantly improve the fracture properties of control binder. On the other hand, wax-based WMA may have a negative impact on the fracture properties of control binder. Likewise, zeolite-based WMA was found to improve the fracture properties of control binder by a marginal amount. Although the use of WMA may reduce the energy requirement, it may increase the moisture damage potential. To protect the asphaltic mixture from moisture damage, use of lime has been conventionally recommended. Therefore, the effect of lime on fracture properties of various asphalt binder combinations was also examined. It was found that irrespective of the asphalt binder combination, addition of lime may produce a negative impact on fracture properties of control binder with or without WMA.

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References

AASHTO. 2015. Standard method of test for determination of asphalt binder resistance to ductile failure using double-edge-notched tension (DENT) test. AASHTO TP113. Washington, DC: AASHTO.
Aflaki, S., and N. Tabatabaee. 2009. “Proposals for modification of Iranian bitumen to meet the climatic requirements of Iran.” Constr. Build. Mater. 23 (6): 2141–2150. https://doi.org/10.1016/j.conbuildmat.2008.12.014.
Agbovi, H. K. 2012. “Effects of low temperatures, repetitive stresses and chemical aging on thermal and fatigue cracking in asphalt cement pavements on Highway 417.” M.S. thesis, Dept. of Chemistry, Queen’s Univ.
Andriescu, A. 2006. “Essential work of fracture approach to fatigue grading of asphalt binders.” Ph.D. thesis, Dept. of Chemistry, Queen’s Univ.
Andriescu, A., S. Hesp, and J. Youtcheff. 2004. “Essential and plastic works of ductile fracture in asphalt binders.” Transp. Res. Rec. 1875: 1–7. https://doi.org/10.3141/1875-01.
Arega, Z., and A. Bhasin. 2012. Interim report: Binder rheology and performance in warm mix asphalt. Austin, TX: Center for Transportation Research, Univ. of Texas at Austin.
Arega, Z., A. Bhasin, A. Motamed, and F. Turner. 2011. “Influence of warm-mix additives and reduced aging on the rheology of asphalt binders with different natural wax contents.” J. Mater. Civ. Eng. 23 (10): 1453–1459. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000315.
ASTM. 2007. Standard test method for ductility of bituminous materials. ASTM D113. West Conshohocken, PA: ASTM.
ASTM. 2013a. Standard practice for accelerated aging of asphalt binder using a pressurized aging vessel (PAV). ASTM D6521. West Conshohocken, PA: ASTM.
ASTM. 2013b. Standard specification for viscosity-graded asphalt cement for use in pavement construction. ASTM D3381M. West Conshohocken, PA: ASTM.
ASTM. 2013c. Standard test method for penetration of bituminous materials. ASTM D5. West Conshohocken, PA: ASTM.
ASTM. 2014a. Standard test method for effects of heat and air on asphaltic materials (thin-film oven test). ASTM D1754. West Conshohocken, PA: ASTM.
ASTM. 2014b. Standard test method for softening point of bitumen (ring-and-ball apparatus). ASTM D36. West Conshohocken, PA: ASTM.
ASTM. 2015. Standard test method for viscosity determination of asphalt at elevated temperatures using a rotational viscometer. ASTM D4402. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard specification for performance graded asphalt binder. ASTM D6373. West Conshohocken, PA: ASTM.
Banerjee, A., A. Fortier Smit, and J. A. Prozzi. 2012. “The effect of long-term aging on the rheology of warm mix asphalt binders.” Fuel 97 (Jul): 603–611. https://doi.org/10.1016/j.fuel.2012.01.072.
Bárány, T., T. Czigány, and J. Karger-Kocsis. 2010. “Application of the essential work of fracture (EWF) concept for polymers, related blends and composites: A review.” Prog. Polym. Sci. (Oxford) 35 (10): 1257–1287. https://doi.org/10.1016/j.progpolymsci.2010.07.001.
Baumgardner, G. L. 2012. Why and how of polyphosphoric acid modification: An industry perspective. Washington, DC: Transportation Research Board.
Baumgardner, G. L., J. F. Masson, J. R. Hardee, A. M. Menapace, and A. G. Williams. 2005. “Polyphosphoric acid modified asphalt: Proposed mechanisms.” J. Assoc. Asphalt Paving Technol. 74: 283–305.
Bodley, T., A. Andriescu, S. Hesp, and K. Tam. 2007. “Comparison between binder and hot mix asphalt properties and early top-down wheel path cracking in a Northern Ontario pavement trial.” J. Assoc. Asphalt Paving Technol. 76 (0270–2932): 345–389.
Buncher, M., and J. A. D’Angelo. 2012. Establishing a baseline of knowledge through 2005 by reviewing AI IS-220: Polyphosphoric acid modification of asphalt. Washington, DC: Transportation Research Board.
Cao, W. D., S. T. Liu, and H. L. Mao. 2011. “Experimental study on polyphosphoric acid (PPA) modified asphalt binders.” Adv. Mater. Res. 152–153: 288–294. https://doi.org/10.4028/www.scientific.net/AMR.152-153.288.
Chan, W. Y. F., and J. G. Williams. 1994. “Determination of the fracture toughness of polymeric films by the essential work method.” Polymer 35 (8): 1666–1672. https://doi.org/10.1016/0032-3861(94)90840-0.
Cotterell, B., and J. K. Reddel. 1977. “The essential work of plane stress ductile fracture.” Int. J. Fract. 13 (3): 267–277. https://doi.org/10.1007/BF00040143.
CPAP (Cooperation of the Polyphosphoric Acid Producers). 2012. Best practices for polyphosphoric acid modification of asphalt phosphate forum of the Americas. Washington, DC: Transportation Research Board.
Daranga, C., C. S. Clopotel, A. Mofolasayo, and H. U. Bahia. 2009. “Storage stability and effect of mineral surface on polyphosphoric acid (PPA) modified asphalt binders.” In Proc., Transportation Research Board, 88th Annual Meeting. Washington, DC: Transportation Research Board.
Das, A. K., and D. Singh. 2017. “Investigation of rutting, fracture and thermal cracking behavior of asphalt mastic containing basalt and hydrated lime fillers.” Constr. Build. Mater. 141 (Jul): 442–452. https://doi.org/10.1016/j.conbuildmat.2017.03.032.
Diab, A., and Z. You. 2014. “Rheological properties of short-term aged foamed asphalt modified with nano hydrated lime.” In Proc., COTA Int. Conf. of Transportation Professionals: Safe, Smart, and Sustainable. Reston, VA: ASCE.
Diab, A., Z. You, Z. Hossain, and M. Zaman. 2014. “Moisture susceptibility evaluation of nanosize hydrated lime-modified asphalt-aggregate systems based on surface free energy concept.” Transp. Res. Rec. 2446: 52–59. https://doi.org/10.3141/2446-06.
Diab, A., Z. You, and H. Wang. 2013a. “Rheological evaluation of foamed WMA modified with nano hydrated lime.” Procedia-Soc. Behav. Sci. 96 (Nov): 2858–2866. https://doi.org/10.1016/j.sbspro.2013.08.318.
Diab, A., Z. P. You, and H. N. Wang. 2013b. “Using modified creep and recovery tests to evaluate the foam-based warm mix asphalt contained nano hydrated lime.” Adv. Mater. Res. 646: 90–96. https://doi.org/10.4028/www.scientific.net/AMR.646.90.
Domingos, M. D. I., and A. L. Faxina. 2015a. “Accelerated short-term ageing effects on the rheological properties of modified bitumens with similar high PG grades.” Road Mater. Pavement Des. 16 (2): 469–480. https://doi.org/10.1080/14680629.2014.995209.
Domingos, M. D. I., and A. L. Faxina. 2015b. “Rheological analysis of asphalt binders modified with Elvaloy terpolymer and polyphosphoric acid on the multiple stress creep and recovery test.” Mater. Struct. 48 (5): 1405–1416. https://doi.org/10.1617/s11527-013-0242-y.
Edwards, Y., and U. Isacsson. 2005. “Wax in bitumen: Part II—Characterization and effects.” Road Mater. Pavement Des. 6 (4): 439–468. https://doi.org/10.1080/14680629.2005.9690015.
Gama, D. A., J. M. Rosa, T. J. A. de Melo, and J. K. G. Rodrigues. 2016. “Rheological studies of asphalt modified with elastomeric polymer.” Constr. Build. Mater. 106 (Mar): 290–295. https://doi.org/10.1016/j.conbuildmat.2015.12.142.
Gama, D. A., Y. Yan, J. K. G. Rodrigues, and R. Roque. 2018. “Optimizing the use of reactive terpolymer, polyphosphoric acid and high-density polyethylene to achieve asphalt binders with superior performance.” Constr. Build. Mater. 169 (Apr): 522–529. https://doi.org/10.1016/j.conbuildmat.2018.02.206.
Ghimire, B. C. 2015. “Low temperature testing of Ontario hot mix asphalt and rheological testing of recovered binder.” M.S. thesis, Dept. of Chemistry, Queen’s Univ.
Gibson, N., X. Qi, A. Shenoy, G. Al-Khateeb, M. E. Kutay, A. Andriescu, K. Stuart, J. Youthcheff, and T. Harman. 2012. Performance testing for Superpave and structural validation. McLean, VA: Federal Highway Administration (FHWA) Office of Infrastructure Research and Development.
Goh, S. W. 2012. “Development and improvement of warm-mix asphalt technology.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Michigan Technological Univ.
Habal, A., and D. Singh. 2016. “Moisture susceptibility of a crumb rubber modified binder containing WMA additives using the surface free energy approach.” In Proc., Fourth Geo-China Int. Conf., 245–253. Reston, VA: ASCE.
Habal, A., and D. Singh. 2017. “Moisture damage resistance of GTR-modified asphalt binders containing WMA additives using the surface free energy approach.” J. Perform. Constr. Facil. 31 (3): 04017006. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000995.
Hashemi, S. 1993. “Plane-stress fracture of polycarbonate films.” J. Mater. Sci. 28 (22): 6178–6184. https://doi.org/10.1007/BF00365040.
Hesp, S. A. M., S. N. Genin, D. Scafe, H. F. Shurvell, and S. Subramani. 2009a. “Five year performance review of a northern Ontario pavement trial: Validation of Ontario’s double-edge-notched tension (DENT) and extended bending beam rheometer (BBR) test methods.” In Vol. 54 of Proc., Annual Conf. of Canadian Technical Asphalt Association, 99–126. Victoria, Canada: Canadian Technical Asphalt Association.
Hesp, S. A. M., K. A. N. Johnson, and A. Andriescu. 2014. “Double-edge-notched tension testing for the fatigue grading of straight and modified asphalt binders.” Int. J. Pavements 13: 1–12.
Hesp, S. A. M., A. Soleimani, S. Subramani, T. Phillips, D. Smith, P. Marks, and K. K. Tam. 2009b. “Asphalt pavement cracking: analysis of extraordinary life cycle variability in eastern and northeastern Ontario.” Int. J. Pavement Eng. 10 (3): 209–227. https://doi.org/10.1080/10298430802343169.
Hill, B., S. Hakimzadeh, and W. G. Buttlar. 2011. “An investigation of the effects of three warm mix asphalt additives on asphalt binder and mixture properties.” Urbana 51 (61801): 10.
Hintz, C., R. Velasquez, C. Johnson, and H. Bahia. 2011. “Modification and validation of linear amplitude sweep test for binder fatigue specification.” Transp. Res. Rec. 2207: 99–106. https://doi.org/10.3141/2207-13.
Ho, S., L. Zanzotto, and D. MacLeod. 2001. “Impact of chemical modification on the composition and properties of asphalt binders.” In Proc., Canadian Technical Asphalt Association Annual Meeting, 153–170. Victoria, Canada: Canadian Technical Asphalt Association.
Hurley, G. C., and B. D. Prowell. 2005. Evaluation of Sasobit for use in warm mix asphalt. Auburn, AL: Auburn Univ.
Jaroszek, H. 2012. “Polyphosphoric acid (PPA) in road asphalts modification.” Chemik 66 (12): 1340–1345.
Johnson, C., H. Bahia, and H. Wen. 2009. “Practical application of viscoelastic continuum damage theory to asphalt binder fatigue characterization.” Asphalt Paving Technol. Proc. 28: 597.
Johnson, C. M. 2010. “Estimating asphalt binder fatigue resistance using an accelerated test method.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison.
Kandhal, P. S. 1977. “Low-temperature ductility in relation to pavement performance.” In Low-temperature properties of bituminous materials and compacted bituminous paving mixtures. West Conshohocken, PA: ASTM.
Karger-Kocsis, J. 1999. “Toward understanding the morphology-related crack initiation and propagation behavior in polypropylene systems as assessed by the essential work of fracture approach.” J. Macromol. Sci. Part B 38 (5–6): 635–646. https://doi.org/10.1080/00222349908248127.
Karger-Kocsis, J., and T. Czigány. 2000. “Strain rate dependence of the work of fracture response of an amorphous poly(ethylene-naphthalate) (PEN) film.” Polym. Eng. Sci. 40 (8): 1809–1815. https://doi.org/10.1002/pen.11312.
Karger-Kocsis, J., and D. Ferrer-Balas. 2001. “On the plane-strain essential work of fracture of polymer sheets.” Polym. Bull. 46 (6): 507–512. https://doi.org/10.1007/s002890170039.
Kataware, A. V., and D. Singh. 2017a. “Dynamic mechanical analysis of crumb rubber modified asphalt binder containing warm mix additives.” Int. J. Pavement Eng. 1–11. https://doi.org/10.1080/10298436.2017.1380806.
Kataware, A. V., and D. Singh. 2017b. “Evaluating effectiveness of WMA additives for SBS modified binder based on viscosity, Superpave PG, rutting and fatigue performance.” Constr. Build. Mater. 146 (Aug): 436–444. https://doi.org/10.1016/j.conbuildmat.2017.04.043.
Kim, Y. R., J. Zhang, and H. Ban. 2012. “Moisture damage characterization of warm-mix asphalt mixtures based on laboratory-field evaluation.” Constr. Build. Mater. 31 (Jun): 204–211. https://doi.org/10.1016/j.conbuildmat.2011.12.085.
Kodrat, I., D. Sohn, and S. Hesp. 2007. “Comparison of polyphosphoric acid-modified asphalt binders with straight and polymer-modified materials.” Transp. Res. Rec. 1998: 47–55. https://doi.org/10.3141/1998-06.
Mai, Y. W., and B. Cotterell. 1986. “On the essential work of ductile fracture in polymers.” Int. J. Fract. 32 (2): 105–125. https://doi.org/10.1007/BF00019787.
Mai, Y. W., S. C. Wong, and X. H. Chen. 2000. “Application of fracture mechanics for characterization of toughness of polymer blends.” Polym. Blends 2: 17–58.
Martin, J. V., G. L. Baumgardner, and J. Hanrahan. 2006. “Polyphosphoric acid use in asphalt.” Asphalt 21 (2): 14–16.
Martinez, A. B., J. Gamez-Perez, M. Sanchez-Soto, J. I. Velasco, O. O. Santana, and M. Ll Maspoch. 2009. “The essential work of fracture (EWF) method—Analyzing the post-yielding fracture mechanics of polymers.” Eng. Failure Anal. 16 (8): 2604–2617. https://doi.org/10.1016/j.engfailanal.2009.04.027.
Menapace, I., E. Masad, D. Little, E. Kassem, and A. Bhasin. 2014. “Microstructural, chemical and thermal analyses of warm mix asphalt.” In Sustainability, eco-efficiency and conservation in transportation infrastructure asset management, edited by M. Losa and T. Papagiannakis, 157–168. London, UK: CRC Press.
Miknis, F. P., and W. C. Schuster. 2009. “NMR study of hydrated lime and limestone in polyphosphoric acid modified bitumen.” Road Mater. Pavement Des. 10 (4): 815–831. https://doi.org/10.1080/14680629.2009.9690228.
Niu, T., R. Roque, and G. A. Lopp. 2014. “Development of a binder fracture test to determine fracture energy properties.” Supplement, Road Mater. Pavement Des. 15 (S1): 219–238. https://doi.org/10.1080/14680629.2014.927412.
Paliukaitė, M., M. Assuras, S. C. Silva, H. Ding, Y. GotameNie, I. Ubaid, and S. A. Hesp. 2017. “Implementation of the double-edge-notched tension test for asphalt cement acceptance.” Transp. Dev. Econ. 3 (1): 6. https://doi.org/10.1007/s40890-017-0034-0.
Pell, P. S. 1962. “Fatigue characteristics of bitumen and bituminous mixes.” In Vol. 203 of Proc., Int. Conf. on the Structural Design of Asphalt Pavements. Ann Arbor, MI: Univ. of Michigan.
Polacco, G., S. Filippi, F. Merusi, and G. Stastna. 2015. “A review of the fundamentals of polymer-modified asphalts: Asphalt/polymer interactions and principles of compatibility.” Adv. Colloid Interface Sci. 224: 72–112. https://doi.org/10.1016/j.cis.2015.07.010.
Polacco, G., J. Stastna, D. Biondi, F. Antonelli, Z. Vlachovicova, and L. Zanzotto. 2004. “Rheology of asphalts modified with glycidylmethacrylate functionalized polymers.” J. Colloid Interface Sci. 280 (2): 366–373. https://doi.org/10.1016/j.jcis.2004.08.043.
Reinke, G., S. Engber, D. Herlitzka, D. Tranberg, and J. Jorgenson. 2008. “Utilization of binder stress sensitivity to investigate the impact of applied load, binder type, and aggregate structure on the rutting behavior of bituminous mixtures.” In Proc., 4th Eurasphalt and Eurobitume Congress. Brussels, Belgium: European Asphalt Pavement Association.
Roja, K. L., N. Roy, and J. M. Krishnan. 2016. “Influence of aging on the rheological behaviour of warm mix asphalt binders.” In Proc., 8th RILEM Int. Symp. on Testing and Characterization of Sustainable and Innovative Bituminous Materials, 497–509. Dordrecht, Netherlands: Springer.
Senthil, K. P. 2013. “Effects of warm mix additives and dispersants on rheological, aging and failure properties of asphalt cements.” Master of Science dissertation, Dept. of Chemistry, Queen’s Univ.
Singh, D., P. K. Ashish, A. Kataware, and A. Habal. 2017. “Evaluating performance of PPA-and-Elvaloy-modified binder containing WMA additives and lime using MSCR and LAS tests.” J. Mater. Civ. Eng. 29 (8): 04017064. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001934.
Singh, D., and S. Girimath. 2016. “Influence of RAP sources and proportions on fracture and low temperature cracking performance of polymer modified binder.” Constr. Build. Mater. 120 (Sep): 10–18. https://doi.org/10.1016/j.conbuildmat.2016.05.094.
Singh, D., A. Habal, P. K. Ashish, and A. Kataware. 2018. “Evaluating suitability of energy efficient and anti-stripping additives for polymer and polyphosphoric acid modified asphalt binder using surface free energy approach.” Constr. Build. Mater. 158 (Jan): 949–960. https://doi.org/10.1016/j.conbuildmat.2017.10.079.
Subhy, A., D. Lo Presti, and G. Airey. 2017. “Evaluation of the fracture performance of different rubberised bitumens based on the essential work of fracture.” Eng. Fract. Mech. 179 (Jun): 203–212. https://doi.org/10.1016/j.engfracmech.2017.04.035.
Such, C., J. V. Martin, S. Perigois, and N. Picard. 2008. “Properties and performances of asphalt binders and asphalt mixes modified with polyphosphoric acid.” In Proc., 4th Eurasphalt and Eurobitume Congress. Brussels, Belgium: European Asphalt Pavement Association.
Tam, K. K. 2012. Polyphosphoric acid–modified asphalt cement: Ontario perspective. Washington, DC: Transportation Research Board.
Tao, M., and R. B. Mallick. 2009. “Effects of warm-mix asphalt additives on workability and mechanical properties of reclaimed asphalt pavement material.” Transp. Res. Rec. 2126: 151–160. https://doi.org/10.3141/2126-18.
Topal, A. 2010. “Evaluation of the properties and microstructure of plastomeric polymer modified bitumens.” Fuel Process. Technol. 91 (1): 45–51. https://doi.org/10.1016/j.fuproc.2009.08.007.
Trujillo, P. 2011. “Long term aging study of WMA binder.” Ph.D. thesis, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin.
Tuba, F., L. Oláh, and P. Nagy. 2013. “On the valid ligament range of specimens for the essential work of fracture method: The inconsequence of stress criteria.” Eng. Fract. Mech. 99 (Feb): 349–355. https://doi.org/10.1016/j.engfracmech.2012.12.011.
Xu, S., F. Xiao, S. Amirkhanian, and D. Singh. 2017. “Moisture characteristics of mixtures with warm mix asphalt technologies—A review.” Constr. Build. Mater. 142 (Jul): 148–161. https://doi.org/10.1016/j.conbuildmat.2017.03.069.
Yan, Y., C. Cocconcelli, R. Roque, T. Nash, J. Zou, D. Hernando, and G. Lopp. 2015. “Performance evaluation of alternative polymer-modified asphalt binders.” Supplement, Road Mater. Pavement Des. 16 (S1): 389–403. https://doi.org/10.1080/14680629.2015.1030830.
Yan, Y., D. Hernando, and R. Roque. 2017. “Fracture tolerance of asphalt binder at intermediate temperatures.” J. Mater. Civ. Eng. 29 (9): 04017108. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001955.
Zegeye, E. T., K. H. Moon, M. Turos, T. R. Clyne, and M. O. Marasteanu. 2012. “Low temperature fracture properties of polyphosphoric acid modified asphalt mixtures.” J. Mater. Civ. Eng. 24 (8): 1089–1096. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000488.
Zhou, F., W. Mogawer, H. Li, A. Andriescu, and A. Copeland. 2013. “Evaluation of fatigue tests for characterizing asphalt binders.” J. Mater. Civ. Eng. 25 (5): 610–617. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000625.

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Journal of Materials in Civil Engineering
Volume 31Issue 7July 2019

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Received: Aug 24, 2018
Accepted: Jan 15, 2019
Published online: Apr 29, 2019
Published in print: Jul 1, 2019
Discussion open until: Sep 29, 2019

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Dharamveer Singh [email protected]
Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Mumbai 400076, India. Email: [email protected]
Prabin Kumar Ashish [email protected]
Ph.D. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Mumbai 400076, India (corresponding author). Email: [email protected]
Subhash Chander [email protected]
Executive Engineer, Hindustan Petroleum Corporation Limited, UCSPL Project Office, Mahalunge Ingale, Telagaon-Chakan Rd., Chakan, Pune, Maharastra 410501, India. Email: [email protected]
Ayyanna Habal [email protected]
Ph.D. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Mumbai 400076, India. Email: [email protected]
Aniket Kataware [email protected]
Deputy Consultant, SOWil Limited, Office No. 2, A01, Goodwill Ave., Sector 40, Nerul West, Navi Mumbai, Maharastra 400706, India. Email: [email protected]

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