Properties of concrete containing waste glass

被引:426
作者
Topçu, IB [1 ]
Canbaz, M [1 ]
机构
[1] Osmangazi Univ, Dept Civil Engn, TR-26480 Eskisehir, Turkey
关键词
concrete; waste glass; workability; strength; cost;
D O I
10.1016/j.cemconres.2003.07.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In our study, in which waste glass (WG) is considered as coarse aggregates in the concrete, WG was used reduced to 4-16 mm in proportions of 0-60% in the production of PKC/B 32.5/R type cement. The effects of WG on workability and strength of the concrete with fresh and hardened concrete tests were analyzed. As a result of the study conducted, WG was determined not to have a significant effect upon the workability of the concrete and only slightly in the reduction of its strength. Waste glass cannot be used as aggregate without taking into account its ASR properties. As for cost analysis, it was determined to lower the cost of concrete productions. Our study was an environmental one in consideration to the fact that WG could be used in the concrete as coarse aggregates without the need for a high cost or rigorous energy. (C) 2003 Elsevier Ltd. All rights reserved.
引用
收藏
页码:267 / 274
页数:8
相关论文
共 12 条
  • [1] BAKIR CM, 2003, THESIS OSMANGAZI U F, P51
  • [2] BAYKAL U, 2003, THESIS OSMANGAZI U, P57
  • [3] Bazant ZP, 2000, J ENG MECH-ASCE, V126, P226
  • [4] Lightweight aggregate based on waste glass and its alkali-silica reactivity
    Ducman, V
    Mladenovic, A
    Suput, JS
    [J]. CEMENT AND CONCRETE RESEARCH, 2002, 32 (02) : 223 - 226
  • [5] Jin WH, 2000, ACI MATER J, V97, P208
  • [6] JOHNSTON CD, 1974, J TEST EVAL, V2, P344
  • [7] KISACIK IE, 2002, THESIS OSMANGAZI U T, P52
  • [8] PARK SB, 2002, SPONSORED INT COMMUN, P603
  • [9] Potential for using waste glass in Portland cement concrete
    Polley, C
    Cramer, SM
    de la Cruz, RV
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 1998, 10 (04) : 210 - 219
  • [10] Studies on concrete containing ground waste glass
    Shao, YX
    Lefort, T
    Moras, S
    Rodriguez, D
    [J]. CEMENT AND CONCRETE RESEARCH, 2000, 30 (01) : 91 - 100