Document Type

Thesis

Degree

Master of Science (MS)

Department

Civil Engineering

First Advisor's Name

Nakin Suksawang

First Advisor's Committee Title

Committee Chair

Second Advisor's Name

Caesar Abi

Third Advisor's Name

Amir Mirmiran

Date of Defense

7-16-2008

Abstract

Self-consolidating concrete has been described as the most revolutionary development in concrete technology in several decades with the ability to flow freely through closely spaced reinforcements, expel entrapped air and self compact without vibration. Since it was first developed in Japan in the early 1980's, major development in the chemical admixture technology has made SCC more viable.

An experimental study was conducted to identify the mechanical properties of SCC by optimizing the use of pozzolanic materials and local aggregates with some proposed statistical models. The research was focused to investigate compressive strength, splitting tensile strength, modulus of elasticity and drying shrinkage behavior of concrete. The results were established experimentally and compared with the available SCC research data based on extensive literature study.

Besides the improved mechanical performance, results indicate that the use of pozzolanic materials and local aggregate in SCC is recommended in terms of its cost benefit value.

Identifier

FI14060143

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