Compressive strength analysis of concrete with waste ceramic tiles as substitute to aggregates
Date of Publication
2016
Document Type
Bachelor's Thesis
Degree Name
Bachelor of Science in Civil Engineering with Spec in Construction Technology & Management
College
Gokongwei College of Engineering
Department/Unit
Civil Engineering
Thesis Adviser
Ronaldo S. Gallardo
Defense Panel Chair
Cheryl Lane Roxas
Defense Panel Member
Jonathan R. Dungca
Jason Maximino C. Ongpeng
Joseph Juanzon Berlin
Abstract/Summary
Over the last several decades, recycling and sustainability has been significantly recognized and understood in both the construction industry and academia. Effective waste management together with finding alternative materials has been a challenge faced by modern society. To address the demand for natural aggregates and growing issue of solid construction waste in the country, the use of waste ceramic tiles as an alternative for coarse and fine aggregates in concrete was utilized. In the present study, 25%, 50% and 75% of natural coarse and fine aggregates as well as various combinations of both coarse and fine aggregates in concrete were replaced with recycled ceramic tiles to investigate the compressive strength of concrete. The compressive strength results were compared to that of conventional specimens and verified whether the new concrete would attain the target strength of concrete usually required for low rise structures. Furthermore, the research evaluated as well the optimum ceramic tile percentage replacement through the use of response surface method (RSM) and validated the hypothesis using statistical analysis.
Results showed that the 25% fine and coarse substitution mix was the only double substitution mix that resembled the strength of conventional concrete. On the other hand, all single replacement mixes achieved greater compressive strength than that of the conventional. The strength increase was mostly due to the intrinsic and physical properties of waste ceramic tiles. The waste ceramic material was also found to contain chemical elements that are found in pozzolanic materials. All mixes, except the 25% fine replacement mix, were found to improve the economy of concrete. Thus, utilizing waste ceramic tiles as substitute to the growing demand of natural aggregates is feasible. The possibility of substituting natural aggregates with recycled ceramic material offers economic, technical and environmental advantages which, in the present context of sustainability, are of great importance in the construction sector.
Abstract Format
html
Language
English
Format
Accession Number
TU18941
Shelf Location
Archives, The Learning Commons, 12F, Henry Sy Sr. Hall
Physical Description
v, 161 leaves : illustrations (some color) ; 30 cm.
Keywords
Aggregates (Building materials); Concrete--Testing; Tiles--Recycling; Strength of materials
Recommended Citation
Cheng, S. N., Lizardo, L. G., Ong, J. M., & Rieta, A. O. (2016). Compressive strength analysis of concrete with waste ceramic tiles as substitute to aggregates. Retrieved from https://animorepository.dlsu.edu.ph/etd_bachelors/6212