The effects of gradation and admixture on the pumice lightweight aggregate concrete

Cement and Concrete Research

Volumn 35, Issue 5, 2005, Pages 936-942

  Sari, D ^a   Pasamehmetoglu, A G ^a  

^a ATILIM UNIVERSITY   (Turkey)

Author keywords

Air entraining admixture; Lightweight aggregate; Pumice; Superplasticizer

Indexed keywords

AGGREGATES; COMPOSITION EFFECTS; HARDNESS; MIXTURES; PARTICLE SIZE ANALYSIS; PLASTICIZERS; STRENGTH OF MATERIALS;

ADMIXTURES; HARDENED CONCRETE; LIGHTWEIGHT AGGREGATES; LIGHTWEIGHT CONCRETES;

CONCRETES;

EID: 17644409743     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconres.2004.04.020     Document Type: Article

References (8)

1. ACI Committee 213, Guide for structural lightweight aggregate concrete, American Concrete Institute, Committee 213 Report, Paris, 1970.
2. Neville A.M. Properties of Concrete. 1993;Wiley, New York
3. Faroug F., Szwabowski J., Wild S. Influence of superplasticizer on workability of concrete. J. Mater. Civ. Eng. 1999 (May);151-157
4. Erdogan T.Y. Admixtures for Concrete. 1997;The Middle East Technical University Press, Ankara
5. Sari D., Cankiran O., Sariisik A. The optimum granulometry of the pumice aggregate at which the admixture is effective. II Int. Symp.,Cement and Concrete Technology in the 2000's September 6-10, 2000 Istanbul, Turkey, Proceedings. vol. 2:2000;550-561
6. Sari D., Altan M.F. The improvement of the lightweight aggregate properties with admixture and gradation. Energy Educ. Sci. Technol. 10:2002;33-40
7. O. Cankiran, Pomza agregali hafif betonun mekanik ozellikleri ve kimyasal katkilarla dayaniminin artirilmasi, SDU. Fen Bilimleri Enstitusu, Yuksek Lisans Tezi, Isparta, Turkey, 1999, in Turkish.
8. TS 706, Concrete aggregates, Turkish Standards Institute (Turkish Codes), Ankara, Turkey, 1980, in Turkish.