The influence of lightweight aggregate, freezing-thawing procedure and air entraining agent on freezing-thawing damage

Author:

Karagöl Fatma1,Yegin Yavuz12,Polat Rıza1ORCID,Benli Ahmet3ORCID,Demirboğa Ramazan14

Affiliation:

1. Engineering Faculty, Department of Civil Engineering; Atatürk University; Erzurum Turkey

2. Ministry of Transport; Maritime Affairs and Communications; Ankara Turkey

3. Engineering Faculty, Department of Civil Engineering; Bingol University; Bingol Turkey

4. Architectural Engineering Department, College of Engineering; Alfaisal University; Riyadh Saudi Arabia

Funder

Türkiye Bilimsel ve Teknolojik Araştirma Kurumu

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference53 articles.

1. Behavior of fresh and hardened concretes with antifreeze admixtures in deep-freeze low temperatures and exterior winter conditions;Karagol;Construct Build Mater,2015

2. ASTM C666/C666M - 15 Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing

3. The effects of different cement dosages, slumps and pumice aggregate ratios on the freezing and thawing of concrete;Turkmen;Comput Concr,2006

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