首页> 外文会议>International Conference on Advanced Materials Research >Optimization of Sustainable Concrete Mixes Containing Binary and Ternary Blends
【24h】

Optimization of Sustainable Concrete Mixes Containing Binary and Ternary Blends

机译:含有二元和三元共混物的可持续混凝土混合物的优化

获取原文

摘要

In this research 26 mixes in six different group were studied with three groups for each of the water cementitious material ratios (w/b) of 0.3 and 0.4 and a control mix. The first and fourth groups contained five percentages of silica fume (SF) as partial replacement of cement (5%, 7.5%, 10%, 12.5, 15%) for w/b ratios of 0.3 and 0.4, respectively. The second and fifth groups contained four percentages of Class F fly (FA) ash as partial replacement of cement (10%, 15%, 20% and 25%) for the w/b ratios of 0.3 and 0.4, respectively. The third and sixth groups contained three different percentages of both Class F fly ash and silica fume as partial replacement of cement with SF 5%+ FA 10%, SF 10%+ FA 15% and SF 15%+ FA 20% for w/b ratios of 0.3 and 0.4, respectively. For all of these mixes the compressive strength was first studied then the benefit greenhouse gases (GHG) ratio and Benefit cost ratio were found for all the studied mixes. Two optimization processes were performed during the course of this research, the first optimization process results can be used when the concrete durability is not a concern (concrete durability results are not accounted for). Whereas, the results of the second optimization process can be used when the concrete durability is a concern (concrete durability results are accounted for). The details of the results and the optimization processes are presented in this paper.
机译:在本研究中,用三组进行六种不同组的混合物,用于0.3和0.4的水水泥质原料比(W / B)和对照组合。第一和第四组含有五个百分比的二氧化硅烟气(SF),分别为0.3和0.4的W / B比的水泥(5%,7.5%,10%,12.5,15%)的部分替代。第二和第五组含有四个百分比的F飞(Fa)灰分,分别为0.3和0.4的W / B比分别部分替代水泥(10%,15%,20%和25%)。第三组和第六组含有三种不同百分比的F级粉煤灰和二氧化硅烟气,因为W /的SF 5%+ FA 10%,SF 10%+ FA 15%和SF 15%+ FA 20% B比分别为0.3和0.4。对于所有这些混合,首先研究了抗压强度,然后对所有研究的混合物发现有益温室气体(GHG)比率和效益成本比。在本研究过程中进行了两种优化过程,当混凝土耐久性不是一个问题时,可以使用第一优化过程结果(不占用具体耐用性结果)。虽然,当混凝土耐久性是一个问题时,可以使用第二优化过程的结果(占具体耐用性结果)。本文提出了结果和优化过程的细节。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号