Lightweight Concrete for High Strength - Expanded Shale & Clay
Lightweight Concrete for High Strength - Expanded Shale & Clay
Lightweight Concrete for High Strength - Expanded Shale & Clay
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TABLE OF CONTENTS<br />
Acknowledgments<br />
ii<br />
Executive Summary<br />
iii<br />
Notation<br />
vi<br />
Chapter 1 - Introduction 1-1<br />
1.1 – Purpose and Objectives 1-1<br />
1.2 – Scope 1-1<br />
1.3 –<strong>High</strong> Per<strong>for</strong>mance <strong>Lightweight</strong> <strong>Concrete</strong> 1-1<br />
1.4 – Report Organization 1-2<br />
1.5 – Background 1-2<br />
Chapter 2 – Analytical Investigation 2-1<br />
2.1 – General 2-1<br />
2.2 – Scope 2-1<br />
2.3 – Parametric Study 2-2<br />
2.4 – Analysis Results and Discussion 2-3<br />
Chapter 3 – Mix Designs, Field Evaluation, and Short-term Properties 3-1<br />
3.1 – Preliminary Laboratory Investigation 3-1<br />
3.2 – Laboratory Investigation – Short-term Properties 3-4<br />
3.3 – Field Investigation 3-7<br />
Chapter 4 – Creep and Shrinkage of <strong>High</strong> Per<strong>for</strong>mance <strong>Lightweight</strong> <strong>Concrete</strong> 4-1<br />
4.1 – Introduction 4-1<br />
4.2 – Experimental Program and Results 4-1<br />
4.3 – Creep and Shrinkage Test Results vs. Model Estimates 4-4<br />
4.4 – Conclusions Regarding Creep and Shrinkage 4-8<br />
Chapter 5 – Behavior of AASHTO Type II HPLC Girders 5-1<br />
5.1 – Introduction 5-1<br />
5.2 – Girder Design 5-2<br />
5.3 – Instrumentation 5-7<br />
5.4 – Girder Construction 5-8<br />
5.5 – Material Properties 5-10<br />
v