Improved mechanistic performance of natural rubber latex modified pavement concretes in sulfate environments

References

• AASHTO, 2002. Standard method of test for flexural strength of concrete (using simple beam with third-point loading) AASHTO T 97. Washington, DC: American Association of State Highway and Transportation Officials.
   Google Scholar
• Al-Akhras, N. M., 2006. Durability of metakaolin concrete to sulfate attack. Cement and Concrete Research, 36 (9), 1727–1734. doi: 10.1016/j.cemconres.2006.03.026
   Web of Science ®Google Scholar
• Aslani, F., et al., 2022. Additive and alternative materials to cement for well plugging and abandonment: A state-of-the-art review. Journal of Petroleum Science and Engineering, 215, 110728. doi: 10.1016/j.petrol.2022.110728
   Web of Science ®Google Scholar
• ASTM, 2009. Standard test method for length change of hydraulic-cement mortars exposed to a sulfate solution. West Conshohocken, PA: ASTM C1012.
   Google Scholar
• ASTM, 2016. Standard practice for making and curing concrete test specimens in the laboratory. West Conshohocken, PA: ASTM C192.
   Google Scholar
• ASTM, 2016. Standard test method for compressive strength of cylindrical concrete specimens. West Conshohocken, PA: ASTM C39.
   Google Scholar
• Bala, M., Yussuf, A., and Mohammad, I., 2009. Making void-free cement-latex blend using morphology and thermal degradation analysis. Indian Concrete Journal, 83 (11), 32–39.
   Google Scholar
• Banjara, N. K., and Ramanjaneyulu, K., 2018. Experimental investigations and numerical simulations on the flexural fatigue behavior of plain and fiber-reinforced concrete. Journal of Materials in Civil Engineering, 30 (8), 04018151. doi: 10.1061/(ASCE)MT.1943-5533.0002351
   Web of Science ®Google Scholar
• Brandes, M. R., and Kurama, Y., 2018. Effect of recycled concrete aggregates on strength and stiffness gain of concrete and on bond strength of steel prestressing strand. PCI Journal, 63 (2), 87–105. doi: 10.15554/pcij63.2-03
   Google Scholar
• Buritatum, A., et al., 2021. Durability improvement of cement stabilized pavement base using natural rubber latex. Transportation Geotechnics, 28, 100518. doi: 10.1016/j.trgeo.2021.100518
   Web of Science ®Google Scholar
• Buritatun, A., et al., 2020. Mechanical strength improvement of cement-stabilized soil using natural rubber latex for pavement base applications. Journal of Materials in Civil Engineering, 32 (12), 04020372. doi: 10.1061/(ASCE)MT.1943-5533.0003471
   Web of Science ®Google Scholar
• Chandrappa, A. K., and Biligiri, K. P., 2017. Flexural-fatigue characteristics of pervious concrete: statistical distributions and model development. Construction and Building Materials, 153, 1–15. doi: 10.1016/j.conbuildmat.2017.07.081
   Web of Science ®Google Scholar
• Chen, L., et al., 2022. Experimental investigation of cracking and impact resistance of polymer- and fiber-enhanced concrete for ultra-thin whitetopping. Polymers, 14 (21), 4472. doi: 10.3390/polym14214472
   PubMed Web of Science ®Google Scholar
• Hammodat, W. W., 2021. Investigate road performance using polymer modified concrete. Materials Today: Proceedings, 42, 2089–2094.
   Google Scholar
• Highways, T. D. o., 1996. Standards for highway construction. Bangkok, Thailand: DHS309/2544.
   Google Scholar
• Ismail, M., Muhammad, B., and Ismail, M. E., 2010. Compressive strength loss and reinforcement degradations of reinforced concrete structure due to long-term exposure. Construction and Building Materials, 24 (6), 898–902. doi: 10.1016/j.conbuildmat.2009.12.003
   Web of Science ®Google Scholar
• Li, J., et al., 2020. Experimental and numerical investigation of cast-in-situ concrete under external sulfate attack and drying-wetting cycles. Construction and Building Materials, 249, 118789. doi: 10.1016/j.conbuildmat.2020.118789
   Web of Science ®Google Scholar
• Li, X., et al., 2022. Effect of initial curing period on the behavior of mortar under sulfate attack. Construction and Building Materials, 326, 126852. doi: 10.1016/j.conbuildmat.2022.126852
   Web of Science ®Google Scholar
• Liang, Y.-n., and Yuan, Y.-s., 2005. Effects of environmental factors of sulfate attack on deterioration of concrete mechanical behavior. Journal-China University of Mining and Technology-Chinese Edition, 34 (4), 452.
   Google Scholar
• Loykaew, A., and Utara, S., 2020. Effect of acidic and sulfated environments on phase transformation, compressive strength and microstructure of natural rubber latex-modified cement pastes. Journal of Materials Research and Technology, 9 (6), 15496–15512. doi: 10.1016/j.jmrt.2020.11.016
   Google Scholar
• Mamlouk, M. S., and Zaniewski, J. P., 2006. Materials for civil and construction engineers. Saddle River, NJ, USA: Pearson Prentice Hall Upper.
   Google Scholar
• Mindess, S., 2019. Lea's chemistry of cement and concrete. Lea's Chemistry of Cement and Concrete, 251–283. doi: 10.1016/B978-0-08-100773-0.00006-X
   Google Scholar
• Muhammad, B., et al., 2011. Elastomeric influence of natural rubber latex on cement mortar at high temperatures using thermal degradation analysis. Construction and Building Materials, 25 (5), 2223–2227. doi: 10.1016/j.conbuildmat.2010.11.006
   Web of Science ®Google Scholar
• Muhammad, B., and Ismail, M., 2012. Performance of natural rubber latex modified concrete in acidic and sulfated environments. Construction and Building Materials, 31, 129–134. doi: 10.1016/j.conbuildmat.2011.12.099
   Web of Science ®Google Scholar
• Neelamegam, M., et al., 2000. Development of durable cement concrete using natural rubber latex. Indian Concrete Journal (India), 74 (8), 472–479.
   Google Scholar
• Nehdi, M., Suleiman, A., and Soliman, A., 2014. Investigation of concrete exposed to dual sulfate attack. Cement and Concrete Research, 64, 42–53. doi: 10.1016/j.cemconres.2014.06.002
   Web of Science ®Google Scholar
• Ohama, Y., 2007. “Recent research and development trends of concrete-polymer composites in Japan.” Proc. 12th Inter. Cong. on Polym. in Conc., September, 27–28.
   Google Scholar
• Oyawa, W. O., Sugiura, K., and Watanabe, E., 2004. Flexural response of polymer concrete filled steel beams. Construction and Building Materials, 18 (6), 367–376. doi: 10.1016/j.conbuildmat.2004.03.009
   Web of Science ®Google Scholar
• Pan, X., et al., 2017. A review on concrete surface treatment part I: types and mechanisms. Construction and Building Materials, 132, 578–590. doi: 10.1016/j.conbuildmat.2016.12.025
   Web of Science ®Google Scholar
• PCA, 1984. Design thickness for concrete highway and street pavements. New York: Portland Cement Association (PCA).
   Google Scholar
• Poovaneshvaran, S., Hasan, M. R. M., and Jaya, R. P., 2020. Impacts of recycled crumb rubber powder and natural rubber latex on the modified asphalt rheological behaviour, bonding, and resistance to shear. Construction and Building Materials, 234, 117357. doi: 10.1016/j.conbuildmat.2019.117357
   Web of Science ®Google Scholar
• Rossignolo, J. A., and Agnesini, M. V., 2004. Durability of polymer-modified lightweight aggregate concrete. Cement and Concrete Composites, 26 (4), 375–380. doi: 10.1016/S0958-9465(03)00022-2
   Web of Science ®Google Scholar
• Rozière, E., et al., 2009. Durability of concrete exposed to leaching and external sulphate attacks. Cement and Concrete Research, 39 (12), 1188–1198. doi: 10.1016/j.cemconres.2009.07.021
   Web of Science ®Google Scholar
• Sakr, K., 2005. Effect of cement type on the corrosion of reinforcing steel bars exposed to acidic media using electrochemical techniques. Cement and Concrete Research, 35 (9), 1820–1826. doi: 10.1016/j.cemconres.2004.10.015
   Web of Science ®Google Scholar
• Samingthong, W., et al., 2023. Natural rubber latex-modified concrete with PET and crumb rubber aggregate replacements for sustainable rigid pavements. Sustainability, 15, 14147. doi: 10.3390/su151914147
   Web of Science ®Google Scholar
• Shi, X., et al., 2012. Durability of steel reinforced concrete in chloride environments: An overview. Construction and Building Materials, 30, 125–138. doi: 10.1016/j.conbuildmat.2011.12.038
   Web of Science ®Google Scholar
• Smith, K. D., and Roesler, J. R., 2004. Review of fatigue models for concrete airfield pavement design. Airfield Pavements: Challenges and New Technologies, 231–258. doi: 10.1061/40711(141)16
   Google Scholar
• Subash, S., Mini, K., and Ananthkumar, M., 2021. Incorporation of natural rubber latex as concrete admixtures for improved mechanical properties. Materials Today: Proceedings, 46, 4859–4862.
   Google Scholar
• Subramaniam, S., Arumugam, E., and Neelamegam, M., 2006. “Durability properties of polymer modified mortar.” In Proc., Proceedings of the 5th Asian symposium on polymers in concrete. Chennai, India, 159–166.
   Google Scholar
• Suddeepong, A., et al., 2022. Natural rubber latex–modified concrete pavements: evaluation and design approach. Journal of Materials in Civil Engineering, 34 (9), 04022215. doi: 10.1061/(ASCE)MT.1943-5533.0004364
   Web of Science ®Google Scholar
• Sukmak, G., et al., 2020. Physical and mechanical properties of natural rubber modified cement paste. Construction and Building Materials, 244, 118319. doi: 10.1016/j.conbuildmat.2020.118319
   Web of Science ®Google Scholar
• Tseng, K. K., 2002. “Health monitoring of concrete structures subjected to environmental attacks.” In Proc., smart structures and materials 2002: smart systems for bridges, structures, and highways, SPIE, 168–175.
   Google Scholar
• Vedalakshmi, R., et al., 2005. Effect of magnesium and sulphate ions on the sulphate resistance of blended cements in low and medium-strength concretes. Advances in Cement Research, 17 (2), 47–55. doi: 10.1680/adcr.2005.17.2.47
   Web of Science ®Google Scholar
• Yan, X., et al., 2019. Evaluation of sulfate resistance of slag contained concrete under steam curing. Construction and Building Materials, 195, 231–237. doi: 10.1016/j.conbuildmat.2018.11.073
   Web of Science ®Google Scholar
• Yang, K.-H., and Lee, K.-H., 2015. Tests on high-performance aerated concrete with a lower density. Construction and Building Materials, 74, 109–117. doi: 10.1016/j.conbuildmat.2014.10.030
   Web of Science ®Google Scholar
• Yaowarat, T., et al., 2018. Compressive and flexural strength of polyvinyl alcohol–modified pavement concrete using recycled concrete aggregates. Journal of Materials in Civil Engineering, 30 (4), 04018046. doi: 10.1061/(ASCE)MT.1943-5533.0002233
   Web of Science ®Google Scholar
• Yaowarat, T., et al., 2019. Recycled concrete aggregate modified with polyvinyl alcohol and fly ash for concrete pavement applications. Journal of Materials in Civil Engineering, 31, 04019103. doi: 10.1061/(ASCE)MT.1943-5533.0002751
   Web of Science ®Google Scholar
• Yaowarat, T., et al., 2021. Improvement of flexural strength of concrete pavements using natural rubber latex. Construction and Building Materials, 282, 122704. doi: 10.1016/j.conbuildmat.2021.122704
   Web of Science ®Google Scholar
• Yaowarat, T., et al., 2022. Cement stabilisation of recycled concrete aggregate modified with polyvinyl alcohol. International Journal of Pavement Engineering, 23 (2), 349–357. doi: 10.1080/10298436.2020.1746311
   Web of Science ®Google Scholar
• Zhang, Z., et al., 2017. Influence of the initial moist curing time on the sulfate attack resistance of concretes with different binders. Construction and Building Materials, 144, 541–551. doi: 10.1016/j.conbuildmat.2017.03.235
   Web of Science ®Google Scholar
• Zhang, S., and Zong, L., 2014. Evaluation of relationship between water absorption and durability of concrete materials. Advances in Materials Science and Engineering.
   Web of Science ®Google Scholar
• Zhao, G., et al., 2019. Sulfate-induced degradation of cast-in-situ concrete influenced by magnesium. Construction and Building Materials, 199, 194–206. doi: 10.1016/j.conbuildmat.2018.12.022
   Web of Science ®Google Scholar
• Zhao, G., et al., 2020. Degradation mechanism of concrete subjected to external sulfate attack: comparison of different curing conditions. Materials, 13 (14), 3179. doi: 10.3390/ma13143179
   PubMed Web of Science ®Google Scholar
• Zhou, J., et al., 2016. Flexural fatigue behavior of polymer-modified pervious concrete with single sized aggregates. Construction and Building Materials, 124, 897–905. doi: 10.1016/j.conbuildmat.2016.07.136
   Web of Science ®Google Scholar