Effects of Perlite, Leca, and Scoria as Lightweight Aggregates on Properties of Fresh and Hard Self-Compacting Concretes
Author:
Affiliation:
1. Department of Civil Engineering, Sirjan University of Technology, Sirjan, Iran.
2. Department of Civil Engineering, Shahrekord University, Shahrekord, Iran.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/18/10/18_633/_pdf
Reference36 articles.
1. 1) ACI 237R-07, (2007). “Self-consolidating concrete.” Farmington Hills, MI, USA: American Concrete Institute.
2. 2) ACI 213R-87, (1999). “Guide for structural lightweight aggregate concrete.” Farmington Hills, MI, USA: American Concrete Institute.
3. 3) Ahmad, M. R., Chen, B. and Farasat Ali Shah, S., (2019). “Investigate the influence of expanded clay aggregate and silica fume on the properties of lightweight concrete.” Construction and Building Materials, 220, 253-266.
4. 4) Aïtcin, P.-C., (2011). “High performance concrete.” CRC press.
5. 5) Askari Dolatabad, Y., Kamgar, R. and Gouhari Nezad, I., (2019). “ Rheological and mechanical properties, acid resistance and water penetrability of lightweight self-compacting concrete containing Nano-SiO2, Nano-TiO2 and Nano-Al2O3.” Iranian Journal of Science and Technology, Transactions of Civil Engineering. DOI: 10.1007/s40996-019-00328-1
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