Self-compacting lightweight concrete produced with expanded clay aggregate

被引：130

作者：

Alexandre Bogas, J. ^{[1
]}

Gomes, Augusto ^{[1
]}

Pereira, M. F. C. ^{[1
]}

机构：

[1] Univ Tecn Lisboa, Inst Super Tecn, DECivil ICIST, P-1049001 Lisbon, Portugal

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2012年 / 35卷

关键词：

Self-compacting lightweight concrete; Lightweight aggregate; Mechanical properties; Composition; Segregation; MECHANICAL-PROPERTIES; DESIGN; WORKABILITY; STRENGTH;

D O I：

10.1016/j.conbuildmat.2012.04.111

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The objective of this paper is to characterize self-compacting concretes produced with lightweight aggregates (SCLC) available in the Iberian Peninsula. The influence of different compositions on the self-compactability of SCLC is analyzed and some limits are suggested for their formulation. The usual self-compacting tests and additional segregation tests were considered. SCLC of adequate stability and self-compactability could be produced for compressive strengths between 37.4 and 60.8 MPa, density classes D1.8-D2.0 and 490-599 kg/m(3) of fines content with 33% fly ash by weight. Promising results were obtained in the SCLC mechanical characterization. (C) 2012 Elsevier Ltd. All rights reserved.

引用

页码：1013 / 1022

页数：10