Performance characteristics of asphalt mixtures with industrial waste/by-product materials as mineral fillers under static and cyclic loading

References

• Ahmed, H., Othman, A., & Mahmoud, A. (2006). Effect of using waste cement dust as a mineral filler on the mechanical properties of hot mix asphalt. Assiut University Bulliten of Environmental Research, 9(1).
   Google Scholar
• Alvarez, A., Gomez, K., Gomez, D., & Reyes-Ortiz, O. (2019). Optimising the effect of natural filler on asphalt-aggregate interfaces based on surface free energy measurements. Road Materials and Pavement Design, 20(7), 1548–1570. https://doi.org/https://doi.org/10.1080/14680629.2018.1465451
   Web of Science ®Google Scholar
• AASHTO R 62. (2013). Standard practice for developing dynamic modulus master curves for asphalt mixtures. American Association of State and Highway Transportation Officials, Washington, DC, USA.
   Google Scholar
• AASHTO R 83. (2017). Standard practice for preparation of cylindrical performance test specimens using the Superpave Gyratory Compactor (SGC). American Association of State and Highway Transportation Officials, Washington, DC, USA.
   Google Scholar
• AASHTO T 11. (2005). Standard test method for materials finer than 75 mm (NO.200) sieve in mineral aggregate by washing. American Association of State and Highway Transportation Officials, Washington, DC, USA.
   Google Scholar
• AASHTO T 84. (2013). Standard method of test for specific gravity and absorption of fine aggregate. American Association of State and Highway Transportation Officials, Washington, DC, USA.
   Google Scholar
• AASHTO T 89. (2013). Standard method of test for determining the liquid limit for soil. American Association of State and Highway Transportation Officials, Washington, DC, USA.
   Google Scholar
• American Association of State and Highway Transportation Officials (AASHTO T 90). (2016). Standard method of test for determining the plastic limit and plasticity index of soils.
   Google Scholar
• AASHTO T 165. (2002). Standard method of test for effect of water on cohesion of compacted Bituminous mixtures. American Association of State and Highway Transportation Officials, Washington, DC, USA.
   Google Scholar
• AASHTO T 245. (2015). Standard test method for Marshall stability and flow of asphalt mixtures. American Association of State and Highway Transportation Officials, Washington, DC, USA.
   Google Scholar
• AASHTO T 283. (2014). Standard test method for resistance of compacted asphalt mixtures to moisture-induced damage. American Association of State and Highway Transportation Officials, Washington, DC, USA.
   Google Scholar
• AASHTO T 342. (2011). Standard method of test for determining dynamic modulus of Hot-Mix asphalt concrete mixtures. American Association of State and Highway Transportation Officials, Washington, DC, USA.
   Google Scholar
• AASHTO T 378. (2017). Standard method of test for determining the dynamic modulus and flow number for asphalt mixtures using the Asphalt Mixture Performance Tester (AMPT). American Association of State and Highway Transportation Officials, Washington, DC, USA.
   Google Scholar
• Andrei, D., Witczak, M., & Mirza, M. (1999). Development of a revised predictive model for the dynamic (complex) modulus of asphalt mixtures. Development of the 2002 Guide for the Design of New and Rehabilitated Pavement Structures, NCHRP 1-37A.
   Google Scholar
• Apeagyei, A. K. (2011). Rutting as a function of dynamic modulus and gradation. Journal of Materials in Civil Engineering, 23(9), 1302–1310. https://doi.org/https://doi.org/10.1061/(ASCE)MT.1943-5533.0000309
   Web of Science ®Google Scholar
• Arabani, M., Tahami, S., & Taghipoor, M. (2017). Laboratory investigation of hot mix asphalt containing waste materials. Road Materials and Pavement Design, 18(3), 713–729. https://doi.org/https://doi.org/10.1080/14680629.2016.1189349
   Web of Science ®Google Scholar
• ARA, ERES Consultants Div. (2004). Guide for mechanistic-empirical design of new and rehabilitated pavement structures (NCHRP 1-37A Final Rep.). National Cooperative Highway Research Program, Transportation Research Board.
   Google Scholar
• Archilla, A., Diaz, L., & Carpenter, S. (2007). Proposed method to determine the flow number in Bituminous mixtures from repeated axial load tests. Journal of Transportation Engineering- ASCE, 133(11), 610–617. https://doi.org/https://doi.org/10.1061/(ASCE)0733-947X(2007)133:11(610)
   Google Scholar
• Awed, A. (2010). Material characterization of HMA for MEPDG implementation in Idaho [Unpublished master’s thesis]. University of Idaho.
   Google Scholar
• Awed, A., El-Badawy, S., Bayomy, F., & Santi, M. (2011). Influence of MEPDG binder characterization input level on predicted dynamic modulus for Idaho asphalt concrete mixtures. Transportation research Board 90th Annual Meeting (No. 11-1268), Washington, DC.
   Google Scholar
• Bari, J., & Witczak, M. (2005). Evaluation of the effect of lime modification on the dynamic modulus stiffness of hot-mix asphalt. Transportation Research Record: Journal of the Transportation Research Board, 1929(1), 10–19. https://doi.org/https://doi.org/10.1177/0361198105192900102
   Google Scholar
• Birgisson, B., Sholar, G., & Roque, R. (2005). Evaluation of predicted dynamic modulus for Florida mixtures. Transportation Research Record, 1929(1), 200–207. Transportation Research Board, Washington, DC. https://doi.org/https://doi.org/10.1177/0361198105192900124
   Google Scholar
• Bonaquist, R. F. (2011). NCHRP report 702: Precision of the dynamic modulus and flow number tests conducted with the asphalt mixture performance Tester. Transportation Research Board.
   Google Scholar
• Ceylan, H., Schwartz, C. W., Kim, S., & Gopalakrishnan, K. (2009). Accuracy of predictive models for dynamic modulus of hot-mix asphalt. Journal of Materials in Civil Engineering, 21(6), 286–293. https://doi.org/https://doi.org/10.1061/(ASCE)0899-1561(2009)21:6(286)
   Web of Science ®Google Scholar
• Chailleux, E., Ramond, G., Such, C., & de la Roche, C. (2006). A mathematical-based master-curve construction method applied to complex modulus of bituminous materials. Road Materials and Pavement Design, 7(sup1), 75–92. https://doi.org/https://doi.org/10.1080/14680629.2006.9690059
   Web of Science ®Google Scholar
• Chandra, S., & Choudhary, R. (2013). Performance characteristics of Bituminous Concrete with industrial wastes as filler. Journal of Materials in Civil Engineering, FASCE, 25(11), 1666–1673. https://doi.org/https://doi.org/10.1061/(ASCE)MT.1943-5533.0000730
   Web of Science ®Google Scholar
• Christensen, D., Pellinen, T., & Bonaquist, R. (2003). Hirsch model for estimating the modulus of asphalt concrete. Journal of the Association of Asphalt Paving Technologists, 72, 97–121.
   Google Scholar
• Dougan, C., Stephens, J., Mahoney, J., & Hansen, G. (2003). |E*|-dynamic modulus test protocol-problems and solutions (Publication CT-SPR-0003084-F03-3). Connecticut Department of Transportation and Federal Highway Administration.
   Google Scholar
• ECPURR. (2008). Egyptian code of practice for Urban and rural roads (Part 4): road material and its tests. Housing and Building National Research Center.
   Google Scholar
• Eisa, M., Basiouny, M., & Youssef, A. (2018). Effect of using various waste materials as mineral filler on the properties of asphalt mix. Innovative Infrastructure Solution, 3(1). https://doi.org/https://doi.org/10.1007/s41062-018-0129-4
   Google Scholar
• El-Badawy, S., Abdel Hakim, R., & Awed, A. (2018). Comparing artificial neural networks with regression models for hot mix asphalt dynamic modulus (E*) prediction. ASCE’s Journal of Materials in Civil Engineering, 30(7), 04018128. https://doi.org/https://doi.org/10.1061/(ASCE)MT.1943-5533.0002282
   Web of Science ®Google Scholar
• El-Badawy, S., Bayomy, F., & Awed, A. (2012). Performance of MEPDG dynamic modulus predictive models for asphalt concrete mixtures: Local calibration for Idaho. Journal of Materials in Civil Engineering, 24(11), 1412–1421. https://doi.org/https://doi.org/10.1061/(ASCE)MT.1943-5533.0000518
   Web of Science ®Google Scholar
• El-Badawy, S., Gabr, A., & Abd El-Hakim, R. (2018). Recycled materials and by-products for pavement construction. Handbook of Eco Materials. Springer International Publishing (pp. 1–22).
   Google Scholar
• Fatima, E., Sahu, S., Jhamb, A., & Kumar, R. (2014). Use of ceramic waste as filler in semi-dense bituminous concrete. American Journal of Civil Engineering and Architecture, 2(3), 102–106. https://doi.org/https://doi.org/10.12691/ajcea-2-3-2
   Google Scholar
• Goh, S., You, Z., Williams, R., & Li, X. (2011). Preliminary dynamic modulus criteria of HMA for field rutting of asphalt pavements: Michigan’s experience. Journal of Transportation Engineering, ASCE, 137(1), 37–45. https://doi.org/https://doi.org/10.1061/(ASCE)TE.1943-5436.0000191
   Web of Science ®Google Scholar
• Hall, B., Zanchet, D., & Ugarte, D. (2000). Estimating nanoparticle size from diffraction measurements. Journal of Applied Crystallography, 33(6), 1335–1341. https://doi.org/https://doi.org/10.1107/S0021889800010888
   Web of Science ®Google Scholar
• Hossain, K., & Ullah, F. (2011). Laboratory evaluation of lime modified asphalt Concrete mixes with respective to moisture susceptibility. International Journal of Civil & Environmental Engineering (IJCEE-IJENS), 11(4), 47–54.
   Google Scholar
• Hou, H., Wang, T., Wu, S., Xue, Y., Tan, R., Chen, J., & Zhou, M. (2016). Investigation on the pavement performance of asphalt mixture based on predicted dynamic modulus. Construction and Building Materials, 106, 11–17. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2015.10.178
   Web of Science ®Google Scholar
• Inyim, P., Bienvenu, M., Pereyra, J., & Mostafavi, A. (2016). Environmental assessment of pavement infrastructure: A systematic review. Journal of Environmental Management, 176, 128–138. https://doi.org/https://doi.org/10.1016/j.jenvman.2016.03.042
   PubMed Web of Science ®Google Scholar
• Khattab, A., El-Badawy, S., Al-Hazmi, A., & Elmwafi, M. (2014). Evaluation of Witczak E*-predictive models for the implementation of AASHTOWare-pavement ME design in the Kingdom of Saudi Arabia. Construction and Building Materials, 64, 360–369. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2014.04.066
   Web of Science ®Google Scholar
• Khattab, A., El-Badawy, S., Elmwafi, M., & Al Hazmi, A. (2017). Comparison of Witczak NCHRP 1-40D & Hirsh dynamic modulus models based on different binder characterization methods: A case study. MATEC Web of Conferences, (vol. 120).
   Google Scholar
• Kofteci, S. (2016). Effect of HDPE based wastes on the performance of modified asphalt mixtures. Procedia Engineering, 161, 1268–1274. https://doi.org/https://doi.org/10.1016/j.proeng.2016.08.567
   Google Scholar
• Kofteci, S., & Kockal, N. (2014). Using marble wastes as fine aggregate in Hot Mix asphalt production. International Journal of Civil and Structural Engineering, 1(3), 117–121.
   Google Scholar
• Kuity, A., & Das, A. (2017). Effect of filler gradation on creep response of asphalt mix. Road Materials and Pavement Design, 18(4), 913–928. https://doi.org/https://doi.org/10.1080/14680629.2016.1197145
   Web of Science ®Google Scholar
• Lesueur, D., Petit, J., & Ritter, H. (2013). The mechanisms of hydrated lime modification of asphalt mixtures: A state-of-the-art review. Road Materials and Pavement Design, 14(1), 1–16. https://doi.org/https://doi.org/10.1080/14680629.2012.743669
   Web of Science ®Google Scholar
• Mohammad, L., Wu, Z., Obulareddy, S., Cooper, S., & Abadie, C. (2006). Permanent deformation analysis of hot-mix asphalt mixtures with simple performance tests and 2002 mechanistic–empirical pavement design software. Transportation Research Record: Journal of the Transportation Research Board, 1970(1), 133–142. https://doi.org/https://doi.org/10.1177/0361198106197000114
   Google Scholar
• National Solid Waste Management Program (NSWMP). (2011). National solid waste management program (Main report).
   Google Scholar
• Pasetto, M., & Baldo, N. (2011). Mix design and performance analysis of asphalt concretes with electric Arc furnace slag. Construction and Building Materials, 25(8), 3458–3468. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2011.03.037
   Web of Science ®Google Scholar
• Pellinen, T. (2001). Investigation of the use of dynamic modulus as an indicator of Hot-Mix asphalt performance. Arizona State University.
   Google Scholar
• Roberto, A., Romeo, E., Montepara, A., & Roncella, R. (2020). Effect of fillers and their fractional voids on fundamental fracture properties of asphalt mixtures and mastics. Road Materials and Pavement Design, 21(1), 25–41. https://doi.org/https://doi.org/10.1080/14680629.2018.1475297
   Web of Science ®Google Scholar
• Satyakumar, M., Chandran, R., & Mahesh, M. (2013). Influence of mineral fillers on the properties of hot mix asphalt. International Journal of Civil Engineering and Technology, 4, 99–110.
   Google Scholar
• Shafabakhsh, G. H., Sajed, Y., & Sadeghnejad, M. (2014). Case study of rutting performance of HMA modified with waste rubber powder. Case Studies in Construction Materials, 1, 69–76. https://doi.org/https://doi.org/10.1016/j.cscm.2014.04.005
   Google Scholar
• Shah, A., Macwan, A., Vahora, F., Patel, N., & Gajjar, N. (2015). Utilization of waste materials in pavement construction. International Research Journal of Engineering and Technology (IRJET), 2(3), 1204–1207.
   Google Scholar
• Sushma, K., Reddy, V., Archana, M., Sathish, H., & Amarnath, M. (2014). Laboratory studies on bituminous concrete mixes with marble dust. Journal of Civil Engineering Technology and Research, 2(1), 577–584.
   Google Scholar
• Trabay, E., Azzam, A., & El-Badawy, S. (2019). A parametric study on the vertical pullout capacity of suction caisson foundation in cohesive soil. Innovative Infrastructure Solutions, 4(1), 1–13. https://doi.org/https://doi.org/10.1007/s41062-018-0188-6
   Web of Science ®Google Scholar
• Wang, H., Al-Qadi, I., Faheem, A., & Bahia, H. (2011). Effect of mineral filler characteristics on asphalt mastic and mixture rutting potential. Transportation Research Board, 2208, 33–39. Transportation Research Board of the National Academies, Washington. https://doi.org/https://doi.org/10.3141/2208-05
   Web of Science ®Google Scholar
• Witczak, M. (2005). Use of the dynamic modulus (E*) test as a simple performance test for asphalt pavement systems (AC permanent deformation distress) (Volume I of IV Preliminary Draft Final Report, NCHRP Project 9-19: Superpave Support and Performance Models Management). Arizona State University.
   Google Scholar
• Witczak, M., El-Basyouny, M., & El-Badawy, S. (2007). Incorporation of the new (2005) E_ predictive model in the MEPDG (NCHRP 1-40D Inter-Team Technical Rep). Arizona State University.
   Google Scholar
• Witczak, M., Kaloush, K., Pellinen, T., El-Basyouny, M., & Quintus, H. (2002). Simple performance test for superpave mix design (NCHRP Report 465). National Cooperative Highway Research Program.
   Google Scholar
• Witczak, M., & Sullivan, B. (2002). Superpave support and performance models management (NCHRP Rep. 547). National Cooperative Highway Research Program.
   Google Scholar
• Yousefdoost, S., Vuong, B., Rickards, I., Armstrong, P., & Sullivan, B. (2013, September 22–25). Evaluation of dynamic modulus predictive models for typical Australian asphalt mixes. Delivering New Age Solutions: 15th AAPA International Flexible Pavements Conference, Royal International Conference Centre, Brisbane.
   Google Scholar
• Yu, J. (2012). Modification of dynamic modulus predictive models for asphalt mixtures containing recycled asphalt Shingles [MSc Thesis]. Iowa State University.
   Google Scholar
• Zahid, H., & Zaman, M. (2013). Behavior of selected warm mix asphalt additive modified binders and prediction of dynamic modulus of the mixes. Journal of Testing and Evaluation, 41(1), 1–12. https://doi.org/https://doi.org/10.1520/JTE104639
   Web of Science ®Google Scholar
• Zhang, J., Liu, G., Zhu, C., & Pei, J. (2017). Evaluation indices of asphalt–filler interaction ability and the filler critical volume fraction based on the complex modulus. Road Materials and Pavement Design, 18(6), 1338–1352. https://doi.org/https://doi.org/10.1080/14680629.2016.1218789
   Web of Science ®Google Scholar
• Zulkati, A., Diew, W., & Delai, D. (2012). Effects of fillers on properties of asphalt-concrete mixture. Journal of Transportation Engineering, 138(7), 902–910. https://doi.org/https://doi.org/10.1061/(ASCE)TE.1943-5436.0000395
   Web of Science ®Google Scholar