Development of Performance-Based Mixture Design Method

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CHAPTER 1 INTRODUCTION

1.1 General

Nowadays, the basic construction material is concrete which is used more than any other man-made material in the world to make pavements, architectural structures, foundations, roads, bridges, etc. Concrete is a construction material composed of cement (commonly Portland cement) as well as other cementitious materials such as fly ash and slag cement, aggregate (generally a coarse aggregate such as gravel, limestone, or granite, plus a fine aggregate such as sand), water, and chemical admixtures (such as accelerating admixtures, air-entraining admixtures, water-reducing and set-controlling admixtures, finely divided admixtures, polymers for polymer-modified concrete, superplasticizers, silica-fume admixture for high-strength concrete, corrosion inhibitors, etc). Concrete solidifies and hardens after mixing with water and placement due to a chemical process known as hydration. The water reacts with the cementitious material, which bonds the other components together, eventually creating a stone-like material.

The science of mixing the ingredients to make concrete is called mix design. The selection of mix proportions is thus, simply, the process of choosing suitable ingredients of concrete and determining their relative quantities with the object of producing as economically as possible concrete of certain minimum properties, notably strength, durability, and a required consistency. It can be seen then that mix selection requires both knowledge of the properties of concrete and experimental data or experience.

Because the current system uses a trial-and-error type of concrete mix proportion design, systemizing the design process is difficult. The different local materials and mixing cond...

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...ity results obtained using the one-parameter and two-parameter Bayesian methods as well as ACI’s normal distribution probability method performed for verification are presented.

Chapter 4 contains the methodology performed by the author. In contrast to much previous design work in the area, the design approach is deliberately incremental to facilitate user familiarity and systematic evaluation.

Chapter 5 reports the applications of the proposed PBMD procedure in the previous chapter to concrete mix proportion for normal performance requirements.

Chapter 6 reports the applications of the proposed PBMD procedure in the previous chapter to concrete mix proportion for high performance requirements.

Chapter 7 concludes the thesis by summarizing the main findings and contributions from the thesis. Limitations of the research and routes for further work are presented.

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