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Durability
Concrete Technology Home > Durability

Durability is the ability of concrete to resist weathering action, chemical attack, and abrasion while maintaining its desired engineering properties. Different concretes require different degrees of durability depending on the exposure environment and the properties desired. Concrete ingredients, their proportioning, interactions between them, placing and curing practices, and the service environment determine the ultimate durability and life of the concrete.

Exposure Conditions and Deterioration Mechanisms

The table below shows important exposure conditions and deterioration mechanisms in concrete structures. In practice, several of these deterioration mechanisms can act simultaneously with possible synergistic effects.
Durablility Aspect/Exposure
Mechanism
Test Methods
Resources
Alkali-Aggregate Reaction


Alkali-Silica Reaction

Alkali-Carbonate Reaction

ASTM C 227
ASTM C 289
ASTM C 441
ASTM C 586
ASTM C 856
ASTM C 1260
ASTM C 1105
ASTM C 1293
ASTM C 1567
Los Alamos Method
More..

Publications

Research Reports

PowerPoint presentations/
Images

 

Links

Chemical Resistance
Chemical Resistance
Sulfates
  • DEF
Seawater

Acids

ASTM C 1012
ASTM D 516
ASTM C 1582
Publications

Links

Corrosion of Reinforcement
Corrosion of Reinforcement


Chloride Resistance

Carbonation

Corrosion

ASTM C 1202
AASHTO T 259
ASTM C 1556
AASHTO T 260
ASTM C 1152
ASTM C 1218
ASTM C 1524
AASHTO TP 11
AASHTO TP 22
AASHTO TP 26
AASHTO TP 55

Publications

Links

Freeze-Thaw Exposure
Freezing and Thawing

Deicer Scaling

D-Cracking
ASTM C 666 AASHTO T 161
AASHTO TP 18
ASTM C 457
ASTM C 672
Publications

Links

Miscellaneous exposure
Miscellaneous
Abrasion

Erosion

Fire Resistance

Efflorescence
ASTM C 131
ASTM C 535
ASTM C 3744
ASTM C 1137
AASHTO TP 58

Publications

Links


Guide To Durable Concrete

The Specifer’s Guide for Durable Concrete coverDifferent concretes require different degrees of durability depending on the exposure environment and the properties desired. The Specifer’s Guide for Durable Concrete is intended to provide sufficient information to allow the practitioner to select materials and mix design parameters to achieve durable concrete in a variety of environments.


Addressing Durability with the Prescriptive or Performance Approach


Durability of concrete can be addressed by two approaches. The first is called the “prescriptive” approach, where designers specify materials, proportions, and construction methods based on fundamental principles and practices that exhibit satisfactory performance. The second is called the “performance” approach, where designers identify functional requirements such as strength, durability, and volume changes, and rely on concrete producers and contractors to develop concrete mixtures to meet those requirements. Performance specifications define performance for a given exposure and life expectancy, and include tests, which are tied to the field performance of concrete. Refer to NRMCA’s Performance-Based Specifications for Concrete for details. Very often a specification will contain prescriptive as well as performance elements. Click here for durability requirements of the 2008 ACI 318 Building Code.

Case Studies

Confederation BridgeConfederation Bridge. Concrete used for the Confederation Bridge across the Northumberland Strait between Prince Edward Island and New Brunswick was specifically designed for high durability in a severe environment. The bridge has to resist freezing and thawing, seawater exposure, and abrasion from floating ice. With a design life of 100 years, the use of high performance concrete and careful attention to production and construction practices were imperative. Over 400,000 cubic meters (520,000 cubic yards) of concrete was used for the structure. More.

Wacker Drive construction.Wacker Drive. Determined to build maximum durability into the heavily traveled Wacker Drive thoroughfare, the City of Chicago set an ambitious goal: a 75- to 100-year design life of the structure. The material of choice? High-performance concrete. According to Paul Krauss, senior consultant with WJE, the mix was designed with the goal of maximizing durability, not compressive strength. More.

 

Concrete in the Marine Environment—Treat Island Marine Exposure Site

Treat Island marine exposure site. Photo courtesy of USACE.Located on the Bay of Fundy near Eastport, Maine, the Treat Island exposure station was established by the US Army Corps of Engineers (USACE) in 1936 to study concrete durability in long-term programs. The exposure site inherently imposes a unique combination of natural severe environmental conditions ideally representative of severe field exposure conditions.

Under the heading of “Improved Durability of Concrete,” the field exposure durability studies at Treat Island have provided data useful in determining concrete’s resistance to frost attack, alkali-aggregate reaction, sulfate attack, and corrosion of steel with variable cementitious types and contents, aggregate types, chemical admixtures, and water-cementitous ratios. More.

References


Detwiler, R. J., and Taylor, P. C., Specifier’s Guide to Durable Concrete, EB221, Portland Cement Association, Skokie, Illinois, USA, 2005, 68 pages.

References related to:

Kerkhoff, Beatrix, Effects of Substances on Concrete and Guide to Protective Treatments, IS001, Portland Cement Association, 2001, 36 pages.

Miller, F. M.; Detwiler, R.; and Powers, L., Investigation of Deteriorated Concrete in Pavement, Portland Cement Association, Skokie, Illinois, August, 2000.

Pavement Durability: A Case Study, Concrete Technology Today, Vol. 21, No. 2, CT002, Portland Cement Association, Skokie, Illinois, July, 2000

SHRP, Distress Identification Manual for the Long-Term Pavement Performance Project. SHRP-P-338, Strategic Highway Research Program, Washington, DC, 1993

Sutter, L. L.; Peterson, K. R.; Van Dam, T. J.; Smith, K. D. and Wade, M. J.; Guidelines for Detection, Analysis, and Treatment of Materials-Related Distress (MRD) In Concrete Pavements

  • Guidelines for Detection, Analysis, and Treatment of MRD in Concrete Pavements Vol I – Final Report, FHWA-RD-01-163, March 2002.
  • Guidelines for Detection, Analysis, and Treatment of MRD in Concrete Pavements Vol II – Guidelines Description and Use, FHWA-RD-01-164, March 2002.
  • Guidelines for Detection, Analysis, and Treatment of MRD in Concrete Pavements Vol III – Case Studies, FHWA-RD-01-165, March 2002.

PCA, Types and Causes of Concrete Deterioration, IS536, Portland Cement Association, 2002.

PCA, Concrete Slab Surface Defects: Causes, Prevention, Repair, IS177, Portland Cement Association, 2002

PowerPoint Presentations/Images

Powerpoints

Guide Specification for Concrete Subject to Alkali-Silica Reactions, Guide Specification for Concrete Subject to Alkali-Silica Reactions, PT404
Identification of Alkali-Silica Reactivity in Highway Structures Identification of Alkali-Silica Reactivity in Highway Structures, PT315
Concrete Slab Surface Defects Concrete Slab Surface Defects, PT177

Images

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Library

Search PCA’s library, which include over 22,000 books, reports, standards, journals, electronic documents, and videos.

A list of many of the durability-related publications may be found HERE. Although library loans are available only to PCA Members, the Library staff is happy to assist nonmembers in obtaining items through interlibrary loan.

In addition, the Library has access to many technical databases and can provide literature searches on particular aspects of durability. The result is a bibliography, often with abstracts, of articles, conference papers, reports, patents, and other literature on that topic. If the requestor then requires copies of the actual papers, the Library can provide that as well.

Major journals addressing durability issues include ACI Materials Journal, Cement and Concrete Research, Cement and Concrete Composites, Concrete International, Concrete Producer, Materials and Structures. For subscription information, contact the Library at library@cement.org.

Links

 

 
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