A study and development of recycled concrete as a substitute of aggregate in concrete

Date of Publication

2000

Document Type

Bachelor's Thesis

Degree Name

Bachelor of Science in Civil Engineering

Subject Categories

Civil Engineering

College

Gokongwei College of Engineering

Department/Unit

Civil Engineering

Abstract/Summary

This study involves the effect of recycled concrete on the flexural and compressive strength of concrete. The crushed concrete was obtained from an actual on-site construction. The crushed concrete was then analyzed, remixed and tested. The proportions of both coarse and fine aggregates that were substituted from the original design mix were as follows 10%, 30% and 50%. This study produced a total of 33 cylinder and 21 beams, including the control samples. This study showed that substituting recycled concrete for coarse aggregates produced a slight decrease in the compressive and flexural strength of the concrete. However by substituting recycled concrete as fine aggregates, the concrete experienced a significant drop in both compressive and flexural strength.

Abstract Format

html

Language

English

Format

Print

Accession Number

TU10502

Shelf Location

Archives, The Learning Commons, 12F, Henry Sy Sr. Hall

Physical Description

72 leaves ; Computer printout

Keywords

Concrete—Recycling

Embargo Period

2-5-2021

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