[{“box”:0,”content”:”[if 992 equals=”Open Access”]
Open Access
n
[/if 992]n
n
n
n
n
- n t
n
Arti Chouksey, Ravi kumar, Aman Ahlawat, Sachin Das
[/foreach]
n
n
n[if 2099 not_equal=”Yes”]n
- [foreach 286] [if 1175 not_equal=””]n t
- Assistant Professor, Research Scholar, Assistant Professor, Assistant Professor, Department Of Civil Engineering, Deenbandhu Chootu Ram University Of Science And Technology, Department Of Civil Engineering, Deenbandhu Chootu Ram University Of Science And Technology, Department Of Civil Engineering, Deenbandhu Chootu Ram University Of Science And Technology, Department Of Civil Engineering, Deenbandhu Chootu Ram University Of Science And Technology, Haryana, Haryana, Haryana, Haryana, India, India, India, India
n[/if 1175][/foreach]
[/if 2099][if 2099 equals=”Yes”][/if 2099]nn
Abstract
nMineral fillers are crucial for bridging the spaces between the internal particles of the asphalt matrix. The purpose of this study is to investigate the mechanical properties of hot mix asphalt as well as the impact of utilising Metakaolin (MK) as a mineral filler. Coarse aggregate, fine aggregate, and filler are the main components of hot mix asphalt (HM). With or without modifiers, materials and asphalt binders. HMA components have passed testing to validate the suitability of the materials used in their production. Bitumen VG-40 was employed as the asphalt binder. On bitumen, tests for penetration, softening point, flash point, and ignition point were conducted. The planned control mixture had an optimal asphalt concentration of 5.2 percent. MK isn’t in the control mix. MK Added replacement of a portion of the filler (used to be limestone powder).various percentage of HMA filler like 25%, 50%,75% 100% replaced with MK. To assess the impact of MK’s modification of the HMA, a comparison study was done. The inclusion of MK reveals important developments in Marshall Properties. The best amount of MK to add is 50%, and the best binder to use is 5.05%
n
Keywords: Metakaolin, Mineral Filler, Hot mix Asphalt, Marshal test, optimum binder Content
n[if 424 equals=”Regular Issue”][This article belongs to Journal of Polymer and Composites(jopc)]
n
n
n
n
n
nn
nn[if 992 equals=”Open Access”] Full Text PDF Download[else] nvar fieldValue = “[user_role]”;nif (fieldValue == ‘indexingbodies’) {n document.write(‘Full Text PDF‘);n }nelse if (fieldValue == ‘administrator’) { document.write(‘Full Text PDF‘); }nelse if (fieldValue == ‘jopc’) { document.write(‘Full Text PDF‘); }n else { document.write(‘ ‘); }n [/if 992] [if 379 not_equal=””]n
Browse Figures
n
n[/if 379]n
References
n[if 1104 equals=””]n
[1] I. ISHAI, J. Craus, and A. Sides, “‘A Model for Relating Filler Properties to Optimal Behavior of Bituminous Mixtures,’” in Association of Asphalt Paving Technologists Proceedings, 1980, pp. 416–439.
[2] A. R. Al-Suhaibani, J. Al-Mudaiheem, and F. Al-Fozan, “Effect of filler type and content on properties of asphalt concrete mixes,” ASTM Spec. Tech. Publ., no. 1147, pp. 107–130, 1992, doi: 10.1520/stp24214s.
[3] N. M. Asmael, “Effect of Mineral Filler Type and Content,” vol. 16, no. 3, 2010.
[4] P. S. Kandal, C. Y. Lynn, and F. Parker, “CHARACTERIZATION TESTS FOR MINERAL FILLERS RELATED TO PERFORMANCE OF ASPHALT PAVING MIXTURES,” 1998.
[5] E. Kalaitzaki, G. Kollaros, and A. Athanasopoulou, “Significance of Fines in Hot Mix Asphalt Synthesis,” Rom. J. Transp. Infrastruct., vol. 6, no. 1, pp. 30–42, 2017, doi: 10.1515/rjti-2017-0052.
[6] MS2, MS-2 Asphalt Mix Design Methods (7th Edition). 2015.
[7] V. Ashok Varma and M. T. S. Lakshmayya, “A review on different types of wastes used as fillers in bituminous mix,” Int. J. Civ. Eng. Technol., vol. 9, no. 9, pp. 289–300, 2018.
[8] A. W. Oda, A. El-Desouky, H. Mahdy, and O. M. Mousa, “Evaluating the properties of hot asphalt mixtures modified by Metakaolin,” IOP Conf. Ser. Earth Environ. Sci., vol. 1056, no. 1, 2022, doi: 10.1088/1755-1315/1056/1/012040.
[9] A. M. Rashad, “Metakaolin as cementitious material: History, scours, production and composition – A comprehensive overview,” Constr. Build. Mater., vol. 41, pp. 303–318, Apr. 2013, doi: 10.1016/J.CONBUILDMAT.2012.12.001.
[10] G. J. Qasim, Z. M. Hussein, and Q. S. Banyhussan, “Evaluating the mechanical performance of hot asphalt mixtures modified with Metakaolin as filler,” Period. Eng. Nat. Sci., vol. 8, no. 1, pp. 113–124, 2020.
[11] A. Murana, A. Olowosulu, and S. Ahiwa, “Performance of Metakaolin as Partial Replacement of Cement in Hot Mix Asphalt,” Niger. J. Technol., vol. 33, no. 3, p. 387, 2014, doi: 10.4314/njt.v33i3.17.
[12] IS:2386 (Part I), “Method of test for aggregate for concrete (Particle size and shape),” Indian Stand., p. (Reaffirmed 2002), 1963.
[13] MoRTH, “Specifications for Road Bridge Works 5th Revision,” Indian Roads Congr. behalf Govet. India, Minist. Road Transp. Highw., vol. 1, pp. 1–883, 2013.
nn[/if 1104][if 1104 not_equal=””]n
- [foreach 1102]n t
- [if 1106 equals=””], [/if 1106][if 1106 not_equal=””],[/if 1106]
n[/foreach]
n[/if 1104]
nn
nn[if 1114 equals=”Yes”]n
n[/if 1114]
n
n
n
| Volume | |
| [if 424 equals=”Regular Issue”]Issue[/if 424][if 424 equals=”Special Issue”]Special Issue[/if 424] [if 424 equals=”Conference”][/if 424] | |
| Received | September 7, 2023 |
| Accepted | October 31, 2023 |
| Published |
n
n
n
n
n
nn function myFunction2() {n var x = document.getElementById(“browsefigure”);n if (x.style.display === “block”) {n x.style.display = “none”;n }n else { x.style.display = “Block”; }n }n document.querySelector(“.prevBtn”).addEventListener(“click”, () => {n changeSlides(-1);n });n document.querySelector(“.nextBtn”).addEventListener(“click”, () => {n changeSlides(1);n });n var slideIndex = 1;n showSlides(slideIndex);n function changeSlides(n) {n showSlides((slideIndex += n));n }n function currentSlide(n) {n showSlides((slideIndex = n));n }n function showSlides(n) {n var i;n var slides = document.getElementsByClassName(“Slide”);n var dots = document.getElementsByClassName(“Navdot”);n if (n > slides.length) { slideIndex = 1; }n if (n (item.style.display = “none”));n Array.from(dots).forEach(n item => (item.className = item.className.replace(” selected”, “”))n );n slides[slideIndex – 1].style.display = “block”;n dots[slideIndex – 1].className += ” selected”;n }n”}]