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http://dx.doi.org/10.14190/JRCR.2014.2.3.247

Evaluation of Flow and Engineering Properties of High-Volume Supplementary Cementitious Materials Lightweight Foam-Soil Concrete  

Shim, Sang-Woo (Department of Architectural Engineering, Kyonggi University)
Yang, Keun-Hyeok (Department of Plant.Architectural Engineering, Kyonggi University)
Lee, Kyung-Ho (Department of Architectural Engineering, Kyonggi University Gradute School)
Yun, In-Gu (GL tech Co., LTD)
Publication Information
Journal of the Korean Recycled Construction Resources Institute / v.2, no.3, 2014 , pp. 247-254 More about this Journal
Abstract
The present study prepared lightweight foam-soil concrete mixtures classified into three groups. Considering the sustainablility, workability, and compressive strength development of such concrete, high-volume supplementary cementitious materials (SCMs) were used as follows: 20% cement, 15% fly ash, and 65% ground granulated blast-furnace slag. As main test parameters selected for achieving the compressive strength of 1MPa and dry density of $1,000kg/m^3$, the unit solid content (dredged soil and binder) ranged between 900 and $1,807kg/m^3$, and soil-to-binder ratio varied between 3.0 and 7.0. Test results revealed that the flow of the lightweight foam-soil concrete tended to decrease with the increase of unit soil content. The compressive strength of such concrete increased with the increase with the unit binder content, whereas it decreased as soil-to-binder ratio increased, indicating that the compressive strength can be formulated as a function of its dry density and soil-to-binder ratio.
Keywords
Dredged soil; Lightweight foam-soil concrete; Supplementary cementitious materials; Soil-to-binder ratio;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
연도 인용수 순위
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