Anisotropic expansion behavior and crack orientation of reinforced concrete due to the alkali

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Anisotropic expansion behavior and crack orientation of reinforced concrete due to the alkali–silica reaction

Published:2024-08 Issue: Volume:151 Page:105568
ISSN:0958-9465
Container-title:Cement and Concrete Composites
language:en
Short-container-title:Cement and Concrete Composites

Author:

Farooq Sara^ORCID,Aoki Gentaro,Miura Taito,Kawabata Yuichiro^ORCID,Nakamura Hikaru

Funder

Japan Society for the Promotion of Science

Publisher

Elsevier BV

Reference53 articles.

1. Damaged concrete structures in Japan due to alkali silica reaction;Ono;Int. J. Cem. Compos. Lightweight Concr.,1988

2. The identification, extent and prognosis of alkali-aggregate reaction related to existing dams in Switzerland;Gunn;Swelling Concr. Dams Hydraul. Struct. DSC,2017

3. Assessment of pre-stressed concrete bridges suffering from alkali-silica reaction;Tordoff;Cem. Concr. Compos.,1990

4. Alkali-silica reaction in Southern-Finland’s bridges;Lahdensivu;Case Stud. Constr. Mater.,2018

5. Modified model of alkali-silica reaction;Ichikawa;Cement Concr. Res.,2007

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