Experimental evaluation of Mode I fracture toughness and fracture energy of hot mix asphalt modified with steel slag powder using the ENDB specimen at low and intermediate temperatures | ||
| مهندسی زیر ساخت های حمل و نقل | ||
| Articles in Press, Accepted Manuscript, Available Online from 05 May 2026 | ||
| Document Type: Research Paper | ||
| DOI: 10.22075/jtie.2026.40908.1758 | ||
| Authors | ||
| Seyed Miad Salehi* 1; M.R.M Aliha2 | ||
| 1Assisstant Professor, School of Management, Economics and Progress Engineering, Iran University of Science and Technology (IUST), Narmak, 16846-13114, Tehran, Iran | ||
| 2Associate Professor, school of Industrial Engineering, Iran University of Science and Technology (IUST), Narmak, 16846-13114, Tehran, Iran | ||
| Receive Date: 16 April 2026, Revise Date: 01 May 2026, Accept Date: 05 May 2026 | ||
| Abstract | ||
| Steel slag, as one of the most favorable recycled industrial by-products, is widely used in green asphalt mixtures as a sustainable alternative to a portion of natural mineral aggregates. In this study, the effect of adding steel slag powder as a filler on Mode I fracture toughness of Hot Mix Asphalt (HMA) was investigated. circular bending specimens with a straight-through notch (ENDB) were utilized to perform the fracture tests. Different HMA mixtures containing 0%, 3%, and 5% steel slag powder by weight of total filler were prepared using the Superpave Gyratory Compactor at a target air void content of 7%. Mode I fracture experiments were conducted under symmetric loading at an intermediate temperature of +25°C and a low temperature of −12°C. Two key fracture parameters, fracture energy and fracture toughness, were calculated and analyzed to evaluate the cracking resistance of the asphalt mixtures. The results indicated that the addition of steel slag powder and the increase in its percentage significantly improved both fracture toughness and fracture energy at both test temperatures. The highest values of fracture energy and fracture toughness were observed in the mixture containing 5% steel slag powder. Furthermore, increasing the test temperature resulted in a decrease in fracture toughness and an increase in fracture energy. | ||
| Keywords | ||
| Hot mix asphalt; Steel slag powder; Low and Intermediate temperature fracture toughness; Fracture Energy; Edge notch disc bend(ENDB) | ||
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