[{“box”:0,”content”:”[if 992 equals=”Open Access”]
Open Access
n
[/if 992]n
n
n
n
n
- n t
n
Shaikh Sohel Shaikh Mohammad1, U.S Mankare
[/foreach]
n
n
n[if 2099 not_equal=”Yes”]n
- [foreach 286] [if 1175 not_equal=””]n t
- Student, Assistant Professor, Department of Civil, Shreeyash College of Engineering & Technology Aurangabad, Maharashtra, India., Department of Civil, Shreeyash College of Engineering & Technology Aurangabad, Maharashtra, India., ,
n[/if 1175][/foreach]
[/if 2099][if 2099 equals=”Yes”][/if 2099]nn
Abstract
nThe incorporation of waste foundry sand into concrete production represents an environmentally conscious and cost-effective approach. This method involves substituting discarded foundry sand for a portion of traditional fine aggregates in concrete mixtures. The primary objective is to address environmental concerns associated with waste disposal while simultaneously achieving cost efficiency in construction materials. By integrating waste foundry sand into concrete, this practice promotes sustainability by reducing landfill waste and conserving natural resources. Through meticulous engineering and mix design, the resulting cost-effective concrete maintains the requisite structural and durability characteristics, contributing to a more eco-friendly construction sector. In an experimental investigation, concrete mixes were prepared with varying proportions of waste foundry sand, ranging from 0% to 60% by weight, for M-30 grade concrete (Portland Pozzolana Cement). These mixtures were carefully manufactured, subjected to comprehensive testing, and compared to conventional concrete in terms of workability and strength. The standard cube specimens, measuring 150 mm x 150 mm x 150 mm, were utilized for testing, with curing periods of 7 and 28 days to assess the mechanical properties of the concrete. Based on the experimental findings, it was evident that an increase in the partial replacement of waste foundry sand resulted in higher compressive strength, signifying its potential to enhance the durability and strength properties of concrete. On the other hand, there was a decline in the split tensile strength as the percentage of waste foundry sand increased. These results underscore the safe and beneficial utilization of foundry sand in concrete, showcasing its potential to improve concrete’s overall performance and sustainability.
n
Keywords: MPa, concrete mixtures, foundry eco-friendly, pumpable.
n[if 424 equals=”Regular Issue”][This article belongs to Journal of Construction Engineering, Technology & Management(jocetm)]
n
n
n
n
n
n
n[if 992 equals=”Open Access”] Full Text PDF Download[/if 992] nnn[if 379 not_equal=””]n
Browse Figures
n
n
n[/if 379]n
References
n[if 1104 equals=””]n
- Guney Y, Sari Y D, Yalcin M, Tuncan A and Donmez S (2010), “Re-usage of waste foundry sand in high strength concrete”, Waste Manage, Vol. 30, pp. 1705–13.
- Eknath P Salokhe and Desai D B (2013), “Application of Foundry Waste Sand in Manufacture of Concrete”, Second International Conference on Emerging Trends in Engineering (SICETE), pp. 43-48
- Dushyant Rameshbhai Bhimani, Jayeshkumar Pitroda and Jaydevbhai JBhavsar (2013), “Used Foundry Sand: Opportunities for development of EcoFriendly Low Cost Concrete”, International Journal of Advanced Engineering Technology, IJAET, Vol. IV, Issue I, Jan.March., pp. 63-66.
- Siddique R and Gs. Dhanoa, Design & Development of Concrete Using Waste Foundry Sand as Partial Replacement of Fine Aggregate, Hokkaido University Collection of Scholarly and Academic Papers : HUSCAP
- IS: 516-1959, Indian standard code of practice- methods of test for strength of concrete, Bureau of Indian Standards, New Delhi, India.
- IS 5816-1999-Method of Test Splitting Tensile Strength of Concrete, Bureau of Indian Standards, New Delhi, India
- Thiruvenkitam Manoharan, Dhamothiran Laksmanan, Kaliyannan Mylsamy, Pandian Sivakumar, Anirbid Sircar, Engineering properties of concrete with partial utilization of used foundry sand, Waste Management, Volume 71, 2018, Pages 454-460, ISSN 0956-053X, https://doi.org/10.1016/j.wasman.2017.10.022.
- IS 10262-2009 “Recommended Guidelines for Concrete Mix Design”, Bureau of Indian Standards, New Delhi.
- IS: 456 – 2000: “Indian Standard plain and reinforced concrete code of practice”; Bureau of Indian Standards; New Delhi, India.
- IS: 516 – 1959: “Indian Standard methods of test for strength of concrete”; Bureau of Indian Standards; New Delhi, India.
- IS: 383 – 1970: “Indian Standard specifications for coarse and fine aggregate from natural sources for concrete” Bureau of Indian Standards; New Delhi, India.
- IS: 12269 – 1987: “Specifications for 53 grade Portland cement’’; Bureau of Indian Standards; New Delhi, India.
- Concrete Technology by M.S SHETTY: Theory and Practice; S. Chand & Company Ltd.; 2010.
- Siddique, R. and Sandhu, RK (2013).”Properties of SCC incorporating WFS. Leonardo Journal of Sciences, Issue 23, 105 – 124. July-December 2013
- Pathariya Saraswati, Rana jaykrushna, Shah Palas, Mehta Jay and Prof. Patel Ankit, “Application of Waste Foundry Sand for Evolution of Low-Cost Concrete”, International Journal of Engineering Trends and Technology (IJETT), Vol. 4, Issue 10, Oct 2013
- Khuram Rashid, Muhammad Akram Tahir and Sana Nazir (xxxx), “Evaluation of Concrete Compressive Strength by incorporating Used Foundry Sand”, American Journal of Engineering Research (AJER), e-ISSN: 2320-0847 p-ISSN: 23200936 Vol. 3, No. 2, pp. 109-116, 2014
- I .M. Attar and Prof. A.K. Gupta, “Application of Foundry Sand in Civil Construction”, IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), ISSN: 2278-1684, PP: 38-42,
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
Journal of Construction Engineering, Technology & Management
n
n
n
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 | February 6, 2024 | |
Accepted | April 10, 2024 | |
Published | April 16, 2024 |
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”}]