Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/6659
Title: A study plan to explore the impacts of environmental factors on the effectiveness of eco-friendly concrete mix design
Authors: Asmar, Chawki Chawki Al
Advisors: Gerges, Najib N. 
Keywords: Environmental factors, Portland cement, eco-friendly concrete, chloride permeability test, elongation, Na2SO4, NaOH, freeze and thaw test, compressive strength, and water absorption experiment
Subjects: Concrete--Recycling
Concrete--Testing
Concrete--Mixing
University of Balamand--Dissertations
Dissertations, Academic
Issue Date: 2023
Abstract: 
The research tackles the effect of the environmental factors on conventional Portland cement concrete and recycled eco-friendly concrete by performing a series of tests and experiments on both concrete types, in hope of finding the efficiency of recycled concrete in real life construction projects. By the end of the research, it has been clear that the recycled concrete had better results than the ordinary concrete mix in reference to the chloride permeability test, 1293.4 C, as compared to the regular concrete mix, 1625.5 C. Additionally, the recycled concrete showed less elongation when submerged in Na2SO4, and NaOH solutions than the regular concrete mix. Moreover, the freeze and thaw experiment yield less losses in the compressive strength of the recycled concrete mix than the regular mix. However, the only downside was present in the water absorption experiment, where the regular concrete has lower absorption than the recycled concrete mix.
Description: 
Includes bibliographical references (p. 32-34)
URI: https://scholarhub.balamand.edu.lb/handle/uob/6659
Rights: This object is protected by copyright, and is made available here for research and educational purposes. Permission to reuse, publish, or reproduce the object beyond the personal and educational use exceptions must be obtained from the copyright holder
Type: Thesis
Appears in Collections:UOB Theses and Projects

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