Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/5787
Title: Geopolymer paste as a repairing material for concrete
Authors: Frangieh, Carina
Advisors: Saba, Marianne 
Keywords: Cracks, Ordinary Portland Cement, geopolymer binder, mortar, compressive strength
Subjects: Geopolymer paste--Mechanical properties
Concrete
Compressive Strength
University of Balamand--Dissertations
Dissertations, Academic
Issue Date: 2022
Abstract: 
The appearance of cracks nearly after 30 years of construction has urged researchers to always find a new, eco-friendly and economical solution. Geopolymer paste, which is considered a good potential to replace Ordinary Portland Cement, is also considered a potential to replace commercial repair materials. This research aims to study the mechanical properties of geopolymer paste as an adhesion material for concrete cracks and to compare it with Ordinary Portland Cement. French and Lebanese metakaolin were used as source material in the geopolymer mix. Cylindrical concrete specimens (2.3 cm x 4.6 cm) were created and cut in two ways: 45˚cut using a grinding missile and compressed using the compression machine. Then, geopolymer paste was used as a binder for the cracks. The samples were tested on days 14, 28, 56, 90, and 180 days. The test results indicated that both geopolymer pastes have higher compressive strength than Ordinary Portland Cement mortars on all curing days.
Description: 
Includes bibliographical references (p. 38-42)
URI: https://scholarhub.balamand.edu.lb/handle/uob/5787
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

Show full item record

Record view(s)

43
checked on Apr 25, 2024

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.