Influence of confining pressure on rubberised cement bound aggregate behaviour during static triaxial test

References

• Ai, X., Yi, J., Zhao, H., Chen, S., Luan, H., Zhang, L., & Feng, D. (2020). An empirical predictive model for the dynamic resilient modulus based on the static resilient modulus and California bearing ratio of cement- and lime-stabilised subgrade soils. Road Materials and Pavement Design, 22(12), 2818–2837. https://doi.org/10.1080/14680629.2020.1808519
   Web of Science ®Google Scholar
• American Association of State Highway and Transportation Officials, AASHTO. (2012). AASHTO T 307-14: Standard method of test for determining the resilient modulus of soils and aggregate materials.
   Google Scholar
• Arshad, M. (2020). Laboratory investigations on the mechanical properties of cement treated RAP-natural aggregate blends used in base/subbase layers of pavements. Construction and Building Materials, https://doi.org/10.1016/j.conbuildmat.2020.119234
   Google Scholar
• Barišić, I., Dokšanović, T., & Draganić, H. (2015). Characterization of hydraulically bound base materials through digital image correlation. Construction and Building Materials, 83(15), 299–307. https://doi.org/10.1016/j.conbuildmat.2015.03.033
   Web of Science ®Google Scholar
• Barišić, I., Dokšanović, T., & Zvonarić, M. (2023). Pavement structure characteristics and behaviour analysis with digital image correlation. Applied Sciences, 13(1), 664. https://doi.org/10.3390/app13010664
   Google Scholar
• Barišić, I., Zvonarić, M., Ivanka, N. G., & Šurdonja, S. (2021). Recycling waste rubber tyres in road construction. Archives of Civil Engineering, 67, 499–512. https://doi.org/10.24425/ace.2021.136485
   Web of Science ®Google Scholar
• Cabalar, A. F., & Karabash, Z. (2015). California bearing ratio of a sub-base material modified with tire buffings and cement addition. Journal of Testing and Evaluation, 43(6), 20130070–9. https://doi.org/10.1520/JTE20130070
   Web of Science ®Google Scholar
• Chummuneerat, S., & Jitsangiam, P. (2016). Permanent deformation behavior of a cement-modified base course material. Procedia Engineering, 143, 42–50. https://doi.org/10.1016/j.proeng.2016.06.006
   Google Scholar
• Dong, X., Bao, X., Cui, H., Xu, C., & Chen, X. (2023). Isotropic compression and triaxial shear behaviors of cement- and cement-gravel-treated granite residual soil for use as subgrade filling. Construction and Building Materials, 390, 131780. https://doi.org/10.1016/j.conbuildmat.2023.131780
   Web of Science ®Google Scholar
• European Committee for Standardization. (CEN). (2005). HRN EN 13286-51:2005 Unbound and hydraulically bound mixtures - Part 51. Method for the manufacture of test specimens of hydraulically bound mixtures using vibrating hammer compaction.
   Google Scholar
• European Committee for Standardization (CEN). (2013). EN 1097-6. Tests for mechanical and physical properties of aggregates – Part 6: Determination of particle density and water absorption; 2013.
   Google Scholar
• European Committee for Standardization. (CEN). (2021). EN 13286-41: Unbound and hydraulically bound mixtures – Part 41: Test method for determination of the compressive strength of hydraulically bound mixtures.
   Google Scholar
• European Committee for Standardization. (CEN-a). (2003). EN 13286-43:2003 Unbound and hydraulically bound mixtures. Test method for the determination of the modulus of elasticity of hydraulically bound mixtures. CEN/TC 227.
   Google Scholar
• European Committee for Standardization. (CEN-a). (2004). EN 13286-7 Unbound and hidraulically bound mixtures - Part 7: Cyclic load triaxial test for unbound mixtures.
   Google Scholar
• European Committee for Standardization (CEN-b). (2003). EN 13286-4. Unbound and hidraulically bound mixtures – Part 4: Test methods for laboratory reference density and water content (Vibrating hammer).
   Google Scholar
• European Committee for Standardization. (CEN-b). (2004). EN 14227-1: Hydraulically bound mixtures - Specifications - Part 1: Cement bound granular mixtures.
   Google Scholar
• European Tyre and Rubber Manufacturers Association, ETRMA. (2019). The European tyre industry facts and figures 2020 edition. Retrieved 9.8. from https://www.etrma.org/wp-content/uploads/2019/12/Figures-leaflet-updated-front-2019-larger-NEW-LABEL.pdf [cited 2020. 9.8.].
   Google Scholar
• Eurostat. (2021). Passenger cars in the EU https://ec.europa.eu/eurostat/statistics-explained/index.php?title=Passenger_cars_in_the_EU [cited 4.5.2022.].
   Google Scholar
• Farhan, A. H., Dawson, A., & Thom, N. (2019). Behaviour of rubberised cement-bound aggregate mixtures containing different stabilisation levels under static and cyclic flexural loading. Road Materials and Pavement Design, https://doi.org/10.1080/14680629.2019.1605924
   Web of Science ®Google Scholar
• Farhan, A. H., Dawson, A. R., & Thom, N. H. (2016). Effect of cementation level on performance of rubberized cement-stabilized aggregate mixtures. Materials & Design, 97, 98–107. https://doi.org/10.1016/j.matdes.2016.02.059
   Web of Science ®Google Scholar
• Farhan, A. H., Dawson, A. R., & Thom, N. H. (2020). Compressive behaviour of rubberized cement-stabilized aggregate mixtures. Construction and Building Materials, 262, 120038. https://doi.org/10.1016/j.conbuildmat.2020.120038
   Web of Science ®Google Scholar
• Farhan, A. H., Dawson, A. R., Thom, N. H., Adam, S., & Smith, M. J. (2015). Flexural characteristics of rubberized cement-stabilized crushed aggregate for pavement structure. Materials & Design, 88, 897–905. https://doi.org/10.1016/j.matdes.2015.09.071
   Web of Science ®Google Scholar
• Fedrigo, W., Núñez, W. P., López, M. A. C., Kleinert, T. R., & Ceratti, J. A. P. (2018). A study on the resilient modulus of cement-treated mixtures of RAP and aggregates using indirect tensile, triaxial and flexural tests. Construction and Building Materials, 171, 161–169. https://doi.org/10.1016/j.conbuildmat.2018.03.119
   Web of Science ®Google Scholar
• Georgees, R. N., Hassan, R. A., & Evans, R. P. (2020). Resilient moduli responses of polymeric-treated pavement foundation materials under repeated loading. Road Materials and Pavement Design, 21(3), 643–665. https://doi.org/10.1080/14680629.2018.1512517
   Web of Science ®Google Scholar
• Gong, J., Liu, Y., Wang, Q., Xi, Z., Cai, J., Ding, G., & Xie, H. (2019). Performance evaluation of warm mix asphalt additive modified epoxy asphalt rubbers. Construction and Building Materials, 204, 288–295. https://doi.org/10.1016/j.conbuildmat.2019.01.197
   Web of Science ®Google Scholar
• Indraratna, B., Mehmood, F., Mishra, S., Ngo, T., & Rujikiatkamjorn, C. (2022). The role of recycled rubber inclusions on increased confinement in track substructure. Transportation Geotechnics, 36, 100829. https://doi.org/10.1016/j.trgeo.2022.100829
   Web of Science ®Google Scholar
• Juveria, F., Rajeev, P., Jegatheesan, P., & Sanjayan, J. (2023). Impact of stabilisation on mechanical properties of recycled concrete aggregate mixed with waste tyre rubber as a pavement material. Case Studies in Construction Materials, 18, e02001. https://doi.org/10.1016/j.cscm.2023.e02001
   Google Scholar
• Luo, X., Liu, G., Zhang, Y., Meng, T., & Zhan, L. (2021). Estimation of resilient modulus of cement-treated construction and demolition waste with performance-related properties. Construction and Building Materials, 283, 122107. https://doi.org/10.1016/j.conbuildmat.2020.122107
   Web of Science ®Google Scholar
• Min, Z., Wang, Q., Zhang, K., Shen, L., Lin, G., & Huang, W. (2022). Investigation on the properties of epoxy asphalt mixture containing crumb rubber for bridge expansion joint. Construction and Building Materials, 331, 127344. https://doi.org/10.1016/j.conbuildmat.2022.127344
   Web of Science ®Google Scholar
• Mohajerani, A., Burnett, L., Smith, J. V., Markovski, S., Rodwell, G., Rahman, M. T., Kurmus, H., Mirzababaei, M., Arulrajah, A., Horpibulsuk, S., & Maghool, F. (2020). Recycling waste rubber tyres in construction materials and associated environmental considerations: A review. Resources, Conservation and Recycling, 155, 104679. https://doi.org/10.1016/j.resconrec.2020.104679
   Web of Science ®Google Scholar
• Moussa, A., & Naggar, H. E. (2023). Effect of particle size on the dynamic properties of tire derived aggregates (TDA). Construction and Building Materials, 386, 131612. https://doi.org/10.1016/j.conbuildmat.2023.131612
   Web of Science ®Google Scholar
• Nageim, H. A., Visulios, P., & Saghafi, B. (2010). Resilient modulus of hydraulically bound road base materials with high volume waste dust. Journal of Civil Engineering and Architecture, 4, 7.
   Google Scholar
• Pham, P. N., Zhuge, Y., Turatsinze, A., Toumi, A., & Siddique, R. (2019). Application of rubberized cement-based composites in pavements: Suitability and considerations. Construction and Building Materials, 223, 1182–1195. https://doi.org/10.1016/j.conbuildmat.2019.08.007
   Web of Science ®Google Scholar
• Picado-Santos, L. G., Capitão, S. D., & Neves, J. M. C. (2020). Crumb rubber asphalt mixtures: A literature review. Construction and Building Materials, 247, 118577. https://doi.org/10.1016/j.conbuildmat.2020.118577
   Web of Science ®Google Scholar
• Riekstins, A., Haritonovs, V., & Straupe, V. (2022). Economic and environmental analysis of crumb rubber modified asphalt. Construction and Building Materials, 335, 127468. https://doi.org/10.1016/j.conbuildmat.2022.127468
   Web of Science ®Google Scholar
• Saberian, M., Li, J., Boroujeni, M., Law, D., & Li, C.-Q. (2020). Application of demolition wastes mixed with crushed glass and crumb rubber in pavement base/subbase. Resources, Conservation and Recycling, 156, 104722. https://doi.org/10.1016/j.resconrec.2020.104722
   Web of Science ®Google Scholar
• Saberian, M., Li, J., Nguyen, B., & Wang, G. (2018). Permanent deformation behaviour of pavement base and subbase containing recycle concrete aggregate, coarse and fine crumb rubber. Construction and Building Materials, 178, 51–58. https://doi.org/10.1016/j.conbuildmat.2018.05.107
   Web of Science ®Google Scholar
• Saberian, M., Li, J., Nguyen, B. T., & Setunge, S. (2019). Estimating the resilient modulus of crushed recycled pavement materials containing crumb rubber using the clegg impact value. Resources, Conservation and Recycling, 141, 301–307. https://doi.org/10.1016/j.resconrec.2018.10.042
   Web of Science ®Google Scholar
• Sun, X., Wu, S., Yang, J., & Yang, R. (2020). Mechanical properties and crack resistance of crumb rubber modified cement-stabilized macadam. Construction and Building Materials, 259, 119708. https://doi.org/10.1016/j.conbuildmat.2020.119708
   Web of Science ®Google Scholar
• Tafreshi, S. N. M., & Norouzi, A. H. (2015). Application of waste rubber to reduce the settlement of road embankment. Geomechanics and Engineering, 9(2), 219–241. https://doi.org/10.12989/gae.2015.9.2.219
   Web of Science ®Google Scholar
• Wang, D., Abriak, N. E., Zentar, R., & Chen, W. (2013). Effect of lime treatment on geotechnical properties of dunkirk sediments in France. Road Materials and Pavement Design, 14(3), 485–503. https://doi.org/10.1080/14680629.2012.755935
   Web of Science ®Google Scholar
• Wang, T., Shi, C., Yu, Y., Xu, G., Liu, S., Wang, H., Yang, J., Gong, M., Xu, Y., & Qi, L. (2022). Mechanical properties evaluation of crumb rubber asphalt mixture for elastic trackbed. Construction and Building Materials, 331, 127048. https://doi.org/10.1016/j.conbuildmat.2022.127048
   Web of Science ®Google Scholar
• Xu, G., Kong, P., Yu, Y., Yang, J., Zhu, M., & Chen, X. (2022). Rheological properties of rubber modified asphalt as function of waste tire rubber reclaiming degree. Journal of Cleaner Production, 332, 130113. https://doi.org/10.1016/j.jclepro.2021.130113
   Web of Science ®Google Scholar
• Zhang, Y., Sappinen, T., Korkiala-Tanttu, L., Vilenius, M., & Juuti, E. (2021). Investigations into stabilized waste foundry sand for applications in pavement structures. Resources, Conservation and Recycling, 170, 105585. https://doi.org/10.1016/j.resconrec.2021.105585
   Web of Science ®Google Scholar
• Zhu, Y., Xu, G., Ma, T., Fan, J., & Li, S. (2022). Performances of rubber asphalt with middle/high content of waste tire crumb rubber. Construction and Building Materials, 335, 127488. https://doi.org/10.1016/j.conbuildmat.2022.127488
   Web of Science ®Google Scholar
• Zvonarić, M., Barišić, I., Galić, M., & Minažek, K. (2021). Influence of laboratory compaction method on compaction and strength characteristics of unbound and cement-bound mixtures. Applied Sciences, 11, 4750. https://doi.org/10.3390/app11114750
   Google Scholar