Early strength of concrete amended with waste foundry sand - A potential for early open to traffic (EOT) pavements
subject: asphalt.; compressive strength; concrete pavements; rigid pavements; super-plasticizer; Waste foundry sand
description: The most predominant and widely practiced methods for waste disposal are Landfill, Incineration, and composting. There is a scarcity of land for waste disposal and because of increasing land cost, recycling and utilization of industrial by-products and waste materials has become an attractive proposition to waste disposal. There are several types of industrial by-products and waste materials. The utilization of such materials in concrete not only decreases the overall cost of construction but also helps in reducing disposal concerns. One such industrial by-product is waste foundry sand (WFS). The annual production is about 3 million tons from different industries in India. In the metal casting process, foundry industries dispose of huge quantities of waste sand into landfills, causing a harmful impact on the environment. The silica-based spent foundry sands from iron, steel, and aluminum foundries are evaluated in the risk assessment. This paper mainly focuses on achieving concrete for EOT (Early Open to Traffic) rigid pavements with WFS along with the use of accelerator and super-plasticizer. Effects of WFS on concrete properties such as compressive strength and split tensile strength are presented. Two types of mix proportions were investigated in this study. FDOT (Florida Department of transportation) and IRC (Indian Road Congress) recommendations were adopted for mix proportions using 5% & 10% of WFS replaced partially for M-Sand. 1-day compressive strength for FDOT mix with 10% WFS was 30MPa & for IRC mix with 10%, WFS was 20?MPa. The 3-days strength for mixtures with 10% WFS was 45MPa & 47MPa for FDOT & IRC mix proportions, respectively. Though the strength decreased with the inclusion of WFS, the 1-day and 3-days strength achieved for mixtures with 10% WFS surpassed the minimum strength requirements as per the slab replacement guidelines. Normally the pavement will be open to traffic after three to four days of laying asphalt, this method of using foundry san…
creator: Raichurkar P.; Kumar P.; Mulge B.; Pidathala D.; Parul P.
source: AIP Conference Proceedings, Vol-2763, No. 1
publisher: American Institute of Physics Inc.
date: 2023-01-01
rights: Restricted Access
relation: ISSN: 0094243X
format: Online
language: English
type: Conference paper
coverage: Raichurkar P., CHRIST (Deemed to Be University), Bangalore, 560074, India; Kumar P., CHRIST (Deemed to Be University), Bangalore, 560074, India; Mulge B., CHRIST (Deemed to Be University), Bangalore, 560074, India; Pidathala D., CHRIST (Deemed to Be University), Bangalore, 560074, India; Parul P., CHRIST (Deemed to Be University), Bangalore, 560074, India