Influence of stress restraint on the expansive behaviour of concrete affected by alkali-silica reaction-Reference-Cited by-同舟云学术

Influence of stress restraint on the expansive behaviour of concrete affected by alkali-silica reaction

Published:2010-09 Issue:9 Volume:40 Page:1403-1409
ISSN:0008-8846
Container-title:Cement and Concrete Research
language:en
Short-container-title:Cement and Concrete Research

Author:

Berra M.,Faggiani G.,Mangialardi T.,Paolini A.E.

Funder

Ministry of Economic Development

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference12 articles.

1. Rapid evaluation of the threshold alkali level for alkali-reactive siliceous aggregates in concrete;Berra;Cem. Concr. Composites,1999

2. A new approach for assessing the potential alkali-expansivity of slowly reactive siliceous aggregates;Berra;Adv. Cem. Res.,1999

3. Alkali-silica reactivity criteria for concrete aggregates;Berra;Mater. Struct.,2005

5. RILEM Recommended Test Method AAR-0 — Detection of potential alkali-reactivity in concrete — Outline guide to the use of RILEM methods in assessments of alkali-reactivity potential;Mater. Struct.,2003

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