TY - GEN
T1 - Strength and Deformation Characteristics of Electric Arc Furnace Slag as Ballast Aggregate
AU - Gashaw, Meletetsega
AU - Kishida, Tadahiro
AU - Mylonakis, George
N1 - Publisher Copyright:
© 2025 Avestia Publishing. All rights reserved.
PY - 2025
Y1 - 2025
N2 - The accumulation of waste by-products, such as steel slag, has become a significant environmental concern in waste management. In recent years, the reuse of waste materials in structural fills and pavement subbase materials has increased as part of efforts to promote sustainable waste recycling. On this basis evaluating potential alternative for railway ballast materials is valuable, particularly from the prospective of mechanical performance. This study examines the potential of EAF slag as a railway ballast material through a comprehensive series of laboratory tests, including physical and mechanical evaluations. Monotonic and cyclic triaxial tests are performed to evaluate its shear strength and permanent deformation characteristics under field representative stress condition. The performance of EAF slag is subsequently compared with various ballast materials reported in the literature. The results indicate that the EAF slag meets the standards established by major countries. Additionally, its performance aligns with previously published data for natural aggregate ballast materials, demonstrating promising shear strength, less permanent deformation, and improved stiffness under repeated loading.
AB - The accumulation of waste by-products, such as steel slag, has become a significant environmental concern in waste management. In recent years, the reuse of waste materials in structural fills and pavement subbase materials has increased as part of efforts to promote sustainable waste recycling. On this basis evaluating potential alternative for railway ballast materials is valuable, particularly from the prospective of mechanical performance. This study examines the potential of EAF slag as a railway ballast material through a comprehensive series of laboratory tests, including physical and mechanical evaluations. Monotonic and cyclic triaxial tests are performed to evaluate its shear strength and permanent deformation characteristics under field representative stress condition. The performance of EAF slag is subsequently compared with various ballast materials reported in the literature. The results indicate that the EAF slag meets the standards established by major countries. Additionally, its performance aligns with previously published data for natural aggregate ballast materials, demonstrating promising shear strength, less permanent deformation, and improved stiffness under repeated loading.
KW - Drained triaxial test
KW - EAF slag ballast
KW - Permanent deformation
KW - Railway ballast
UR - https://www.scopus.com/pages/publications/105003304005
U2 - 10.11159/icgre25.180
DO - 10.11159/icgre25.180
M3 - Conference contribution
AN - SCOPUS:105003304005
SN - 9781990800528
T3 - World Congress on Civil, Structural, and Environmental Engineering
BT - Proceedings of the 10th World Congress on Civil, Structural, and Environmental Engineering, CSEE 2025
A2 - El Naggar, Hany
A2 - Barros, Joaquim
A2 - Cachim, Paulo
T2 - 10th World Congress on Civil, Structural, and Environmental Engineering, CSEE 2025
Y2 - 10 April 2025 through 12 April 2025
ER -