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Title: 207.1R-05: Guide to Mass Concrete

Author: ACI Committee 207
Year of Publication: 2005
Number of Pages: 30
This document is: Active
Nonmember Price: $60.50
ACI Member Price: $35.00
Order Code: 207105

Abstract: Click here to view the first two pages of this publication - pdf file format

Mass concrete is any volume of concrete with dimensions large enough to require that measures be taken to cope with the generation of heat from hydration of the cement and attendant volume change to minimize cracking. The design of mass concrete structures is generally based on durability, economy, and thermal action, with strength often being a secondary concern. This document contains a history of the development of mass concrete practice and discussion of materials and concrete mixture proportioning, properties, construction methods, and equipment. It covers traditionally placed and consolidated mass concrete and does not cover roller-compacted concrete.

Keywords: admixture; aggregate; air entrainment; batch; cement; compressive

strength; cracking; creep; curing; durability; fly ash; formwork; grading;

heat of hydration; mass concrete; mixing; mixture proportion; modulus

of elasticity; placing; Poisson’s ratio; pozzolan; shrinkage; strain; stress;

temperature rise; thermal expansion; vibration; volume change.

Contents: CONTENTS

Chapter 1—Introduction and historical

developments, p. 207.1R-2

1.1—Scope

1.2—History

1.3—Temperature control

1.4—Long-term strength design

Chapter 2—Materials and mixture proportioning,

p. 207.1R-5

2.1—General

2.2—Cements

2.3—Pozzolans and ground slag

2.4—Chemical admixtures

2.5—Aggregates

2.6—Water

2.7—Selection of proportions

2.8—Temperature control

Chapter 3—Properties, p. 207.1R-12

3.1—General

3.2—Strength

3.3—Elastic properties

3.4—Creep

3.5—Volume change

3.6—Permeability

3.7—Thermal properties

3.8—Shear properties

3.9—Durability

Chapter 4—Construction, p. 207.1R-19

4.1—Batching

4.2—Mixing

4.3—Placing

4.4—Curing

4.5—Forms

4.6—Height of lifts and time intervals between lifts

4.7—Cooling and temperature control

4.8—Instrumentation

4.9—Grouting contraction joints

Chapter 5—References, p. 207.1R-27

5.1—Referenced standards and reports

5.2—Cited references



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