Non-Destructive Evaluation of In-Service Concrete Structures Affected by Alkali-Silica Reaction (ASR) or Delayed Ettringite Formation (DEF): Final Report, Part I

Giannini, Eric R.; Folliard, Kevin J.; Zhu, Jinying; Bayrak, Oguzhan; Kreitman, Kerry L.; Webb, Zach; Hanson, Brian

i

Non-Destructive Evaluation of In-Service Concrete Structures Affected by Alkali-Silica Reaction (ASR) or Delayed Ettringite Formation (DEF): Final Report, Part I

2013-04-01
By Giannini, Eric R. ; Folliard, Kevin J. ; Zhu, Jinying

File Language:

English

Details

Creators:

Giannini, Eric R. ; Folliard, Kevin J. ; Zhu, Jinying ; Bayrak, Oguzhan ; Kreitman, Kerry L. ; Webb, Zach ; Hanson, Brian
Corporate Creators:

University of Texas at Austin. Center for Transportation Research ; Texas Transportation Institute. Texas A&M University
Corporate Contributors:

Texas Department of Transportation. Research and Technology Implementation Office ; United States. Department of Transportation. Federal Highway Administration
Subject/TRT Terms:
Publication/ Report Number:

FHWA/TX-13/0-6491-1
Resource Type:

Tech Report
Geographical Coverage:

United States;Texas
Edition:

Final Report: 9/1/2009–8/31/2012
Corporate Publisher:

University of Texas at Austin. Center for Transportation Research ; Texas Transportation Institute. Texas A&M University
Abstract:

Alkali-silica reaction (ASR) and delayed ettringite formation (DEF) are expansive reactions that can lead to the premature deterioration of concrete structures. Both have been implicated in the deterioration of numerous structures around the world, including many transportation structures in Texas. Research on various aspects of ASR has been conducted since the late 1930s and has led to the identification of the mechanism of the reaction and subsequent expansion, as well as measures to prevent its occurrence in new construction. It consists of a reaction between alkali hydroxides in the pore solution and certain forms of silica in aggregate particles; with sufficient moisture, the product of the reaction swells and leads to expansion and cracking of the concrete. Eliminating any one of these components will prevent deleterious effects.
Format:

PDF
Funding:

0-6491-1
Download URL:

https://rosap.ntl.bts.gov/view/dot/85987/dot_85987_DS1.pdf
File Type:

[PDF - 5.18 MB]
Collection(s):

US Transportation Collection
Main Document Checksum:

urn:sha-512:476c9ebf5cd63de0ddff14882d7fc10150241164aff229325dd447a182d3d08df3cac70b729751fdc43eaa9372b60153c8bf9b19eac2a31bc518efbb723bf6bc

File Language:

English

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