The effects of scoria and pumice aggregates on the strengths and unit weights of lightweight concrete

被引:0
作者
Kilic, A. [2 ]
Atis, C. D. [1 ]
Teymen, A. [2 ]
Karahan, O. [1 ]
Ari, Kamuran [1 ]
机构
[1] Erciyes Univ, Dept Civil Engn, TR-38039 Kayseri, Turkey
[2] Cukurova Univ, Dept Min Engn, TR-01330 Adana, Turkey
关键词
Scoria; pumice; light weight concrete; unit weight; compressive strength; FLY-ASH;
D O I
暂无
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
This study examines the influence of aggregate types on the unit weight and strength characteristics of lightweight concretes (LWC). In this study, a scoria aggregate light weight concrete (SLWC), a pumice aggregate light weight concrete (PLWC) and three scoria-pumice commixture aggregate light weight concretes (SPLWC-I, SPLWC-II and SPLWC-III) were produced. Average dry unit weights of SLWC, SPLWC-I, SPLWC-II, SPLWC-III and PLWC mixtures were 1997, 1696, 1638, 1477, 1368, kg/m(3), respectively. Compressive and flexural tensile strength and unit weight of concrete were determined at 28 days. SLWC, SPLWC-I, SPLWC-II, SPLWC-III and PLWC mixtures developed 44.1, 30.5, 27.6, 23.3, 15.8 MPa compressive strength, respectively, which satisfy the load bearing requirements. In terms of strength and unit weight requirements, all concrete produced can be classified as well as used as a LWC.
引用
收藏
页码:961 / 965
页数:5
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