ACI 201.2R 16:2016 Edition
$62.29
201.2R-16 Guide to Durable Concrete
Published By | Publication Date | Number of Pages |
ACI | 2016 | 86 |
This guide describes specific types of concrete deterioration. Each chapter contains a discussion of the mechanisms involved and the recommended requirements for individual components of concrete, quality considerations for concrete mixtures, construction procedures, and influences of the exposure environment, which are all important considerations to ensure concrete durability. This guide was developed for conventional concrete but is generally applicable to specialty concretes; however, specialty concretes, such as roller-compacted or pervious concrete, may have unique durability-related issues that deserve further attention that are not addressed herein. Keywords: abrasion resistance; alkali-aggregate reaction; chemical attack; curing; deterioration; durability; freezing and thawing; physical salt attack, sulfate attack.
PDF Catalog
PDF Pages | PDF Title |
---|---|
3 | TITLE PAGE |
4 | CHAPTER 1—INTRODUCTION AND SCOPE 1.1—Introduction |
5 | 1.2—Scope CHAPTER 2—DEFINITIONS 2.1—Definitions CHAPTER 3—MASS TRANSPORT 3.1—Introduction |
6 | 3.2—Transport processes in nonreactive porous media |
7 | 3.3—Factors affecting mass transport in concrete |
10 | 3.4—Measurement of transport properties |
12 | 3.5—Obtaining durable concrete CHAPTER 4—FREEZING AND THAWING OF CONCRETE 4.1—Introduction |
13 | 4.2—Frost attack of concrete made with durable aggregates |
19 | 4.3—Frost attack of concrete made with nondurable aggregates |
21 | CHAPTER 5—ALKALI-AGGREGATE REACTION 5.1—Introduction 5.2—Types of reactions |
24 | 5.3—Evaluating aggregates for potential alkali-aggregate reactivity |
27 | 5.4—Preventive measures |
30 | 5.5—Tests for evaluating preventive measures |
31 | 5.6—Protocols for minimizing the risk of alkali-aggregate reactivity |
32 | CHAPTER 6—SULFATE ATTACK 6.1—External sulfate attack |
38 | 6.2—Internal sulfate attack |
39 | 6.3—Seawater and brine exposure |
41 | CHAPTER 7—CHEMICAL ATTACK 7.1—General 7.2—Seawater |
43 | 7.3—Acid attack |
44 | 7.4—Fresh water 7.5—Carbonation |
45 | 7.6—Industrial chemicals |
46 | 7.7—Deicing and anti-icing chemicals |
47 | 7.8—Environmental structures CHAPTER 8—PHYSICAL SALT ATTACK 8.1—Introduction |
48 | 8.2—Occurrence |
49 | 8.3—Background 8.4—Mechanism |
50 | 8.5—Recommendations CHAPTER 9—CORROSION OF METALS AND DEGRADATION OF OTHER MATERIALS EMBEDDED IN CONCRETE 9.1—Introduction 9.2—General principles of corrosion initiation in concrete |
51 | 9.3—Propagation of corrosion 9.4—Corrosion-related properties of concreting materials |
52 | 9.5—Mitigating corrosion |
55 | 9.6—Corrosion of prestressed steel reinforcement 9.7—Degradation of materials other than steel |
56 | 9.8—Summary CHAPTER 10—ABRASION 10.1—Introduction |
57 | 10.2—Testing concrete for resistance to abrasion 10.3—Factors affecting abrasion resistance of concrete |
59 | 10.4—Recommendations for obtaining abrasion-resistant concrete surfaces |
60 | 10.5—Studded tire and tire chain wear on concrete 10.6—Skid resistance of pavements |
61 | 10.7—Erosion |
62 | CHAPTER 11—SUMMARY CHAPTER 12—REFERENCES |
64 | Authored documents |