Non-steady-state accelerated chloride penetration resistance of structural lightweight aggregate concrete

Author:

Bogas J. Alexandre,Gomes Augusto

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference58 articles.

1. Holm TA, Bremner TW. State-of-the-art report on high-strength, high-durability structural low-density concrete for applications in severe marine environments. US Army Corps of Engineers. Structural Laboratory, ERDC/SL TR-00-3; 2000.

2. Lightweight aggregate concrete;Chandra,2003

3. Helgesen, Hakon K. Lightweight aggregate concrete in Norway. In: Holand et al., editors. International symposium on structural lightweight aggregate concrete. Sandefjord, Norway; 20–24 June, 1995. p. 70–82.

4. Helland DS, Selmer AS. Lightweight aggregate concrete in Norwegian bridges. Expanded shale, clay and slate institute public. #4700.10. Salt Lake City, Utah; 2000.

5. Kropp J. Chlorides in concrete. In: Kropp J, Hilsdorf HK, editors. RILEM report 12 – performance criteria for concrete durability, state of the art report by RILEM technical committee TC 116-PCD: E&FN Spon; 1995. p. 138–64.

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