Abstract for presentation (Poster or Podium) with a Paper in the Conference Proceedings
Highway Construction
Lidya E. Guteta, MSc (she/her/hers)
Graduate Research Assistant
University of North Dakota
Grand Forks, ND, United States
Samrawit Menda, n/a
Civil Engineer
Bingham Engineering Consultant
Phoenix, Arizona, United States
Sandip Poudel, n/a
Civil Engineer
Red River Valley Alliance
Fargo, North Dakota, United States
Joe Useldinger-Hoe, n/a
Civil Engineer
Michael Baker International
Minneapolis, Minnesota, United States
Bruce Dockter, MS, P.E.
Sr. Lecturer/Lab Manager
University of North Dakota, United States
Daba S. Gedafa, Ph.D., P.E., ENV SP, F. ASCE
Chair and Professor
University of North Dakota
GRAND FORKS, North Dakota, United States
Lidya E. Guteta, lidya.guteta@und.edu
University of North Dakota
Grand Forks, North Dakota, United States
Depletion of raw materials such as the sand used in concrete production has been a concern for the built environment. The demand to minimize harmful environmental effects and sustainability awareness have led to utilize industrial waste as a substitute for fine aggregates. Using Coal Bottom Ash (CBA) and Coal Bottom Slag (CBS), residues of coal-burning power stations were examined in this study. This research aimed to explore the effects of exploiting CBA and CBS in place of the fine aggregate in concrete fresh properties, mechanical properties, and durability. Experimental investigations were conducted to evaluate the characteristics of hardened concrete when substituting 50% of the fine aggregate with CBA and CBS. Fresh, mechanical as well as durability properties, such as compressive strength, splitting tensile strength, flexural strength, modulus of elasticity, and rapid chloride penetration tests, were carried out and results were contrasted to control concrete. Outcomes of this research revealed that CBA-based concrete increased compressive strength at an early curing age by 74.2%; however, splitting tensile strength and flexural strength were significantly developed at later curing ages: 77.9% and 58.3%, respectively. A higher modulus of elasticity and lower chloride ion penetration severity were also established. These findings indicate that CBA and CBS can be used as fine aggregate substitutes. Learning Objectives: