Properties of self-compacting lightweight concrete

H. Z. Cui, T. Y. Lo, F. Xing

    Research output: Journal Publications and ReviewsRGC 21 - Publication in refereed journalpeer-review

    14 Citations (Scopus)

    Abstract

    This paper compares the fresh and hardened properties of self-compacting lightweight concretes (SCLCs). The effects of different dosages of binder materials, sand ratios and types of fine aggregate (i.e.river sand and crushed stone fine) on the performance of fresh SCLC and the properties of hardened SCLC were examined. Results indicated that air dry bulk density of SCLC ranged from 1760 to 1800 kg m-3, oven dry density ranged from 1630 to 1660 kg m-3 and elastic moduli ranged from 22 to 28 GPa. For fresh SCLC, the T 50 values decrease irrespective of the types of fine aggregate used and there is an optimal binder content >550 kg m-3. The bulk density of the concretes decreases slightly with increasing binder content. © 2010 W. S. Maney & Son Ltd.
    Original languageEnglish
    Pages (from-to)392-396
    JournalMaterials Research Innovations
    Volume14
    Issue number5
    DOIs
    Publication statusPublished - 1 Nov 2010

    Research Keywords

    • Concrete properties
    • Self-compacting lightweight concrete
    • Slump flow

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