...
首页> 外文期刊>International journal of applied mechanics >Influences of Parameters on Slump Flow and Compressive Strength Properties of Aluminosilicate Based Flowable Geopolymer Concrete Using Taguchi Method
【24h】

Influences of Parameters on Slump Flow and Compressive Strength Properties of Aluminosilicate Based Flowable Geopolymer Concrete Using Taguchi Method

机译:基于铝硅酸盐的铝硅酸盐的坍落度流动和抗压强度性能的影响

获取原文
获取原文并翻译 | 示例
           

摘要

In this study, the influences of factors and their levels on flowable geopolymer concrete had been examined using Taguchi method. The factors like molarity of sodium silicate (Na2SiO3) solution, percentage of coarse aggregate (CA %), Solution to binder (S/B) ratio and percentage of superplasticizer and each factor varies with three levels as 1.5 M, 1.75 M, 2 M; 40%, 50%, 60%; 0.5, 0.55, 0.6; 0%, 1%, 2% was considered. A total of 9 mixes has been considered as per Taguchi method (L9). It can be observed from the test results that, among the nine Taguchi mixes, the mix T4 is containing 1.75 M of Na2SiO3 solution; 60% of coarse aggregate; solution to binder ratio of 0.6; superplasticizer of 2% had achieved highest slump flow of 650 mm; compressive strength of 29.8 MPa at 28 days and other side the mix T5 is containing 1.75 M of Na2SiO3 solution; 50% of coarse aggregate; solution to binder ratio of 0.5; superplasticizer of 0% had achieved slump flow of 340 mm; compressive strength 47.9 MPa at 28 days. The molarity of the solution is same in the both mixes as 1.75 M. It can be seen that; the mixes are highly influenced by the solution to binder ratio and superplasticizer. Increase in solution to binder ratio and superplasticizer results in increase in slump flow and decrease in strength properties. Therefore, Taguchi analysis is carried out to understand the influences of factors and their levels using Minitab17 software. The optimum level of each factor had been considered in terms of flow and strength properties. Hence, the optimum mix T10 proposed by Taguchi is 1.75 M of sodium silicate solution, 50% of coarse aggregate, S/B ratio of 0.55 and superplasticizer dosage of 1% had achieved 575 mm flow and compressive strength of 52.81 MPa. However, the mix T10 had achieved 11.38% less flow as compared to mix T4 and increase in compressive strength of 10% as compared to T5. Therefore, the comparative study had been carried out between T4, T5 and T10 to determine the optimum mix.
机译:在这项研究中,使用Taguchi方法检查了因素及其水平对可流动的地质聚合物混凝土的影响。硅酸钠(Na2SiO3)溶液的摩尔度等因素,粗骨料(Ca%)的百分比,粘合剂溶液(S / B)的比例和超塑化剂的百分比,每个因子变化为1.5米,1.75米,2米; 40%,50%,60%; 0.5,0.55,0.6;考虑0%,1%,2%。根据TAGUCHI方法(L9)总共考虑了总共9个混合物。可以从测试结果中观察到,在九个塔丘混合物中,混合物T4含有1.75米的Na 2 SiO 3溶液;粗骨料的60%;粘合剂比例为0.6; Super塑化剂2%达到了650毫米的最高坍落度; 28天的抗压强度为28天,另外侧侧含有1.75米的Na 2 SiO 3溶液; 50%的粗骨料;粘合剂比为0.5的溶液; Super塑化剂0%实现了340毫米的坍落度;抗压强度在28天时47.9MPa。溶液的摩尔结构在两者混合中相同,如1.75米。可以看出;混合物受到粘合剂比和超塑性剂的溶液的高度影响。粘合剂比和超增生剂的溶液增加导致坍落度的坍落度和强度性能降低。因此,Taguchi分析是为了了解因素的影响及其水平的影响,使用Minitab17软件。在流动和强度特性方面考虑了每个因素的最佳水平。因此,Taguchi提出的最佳混合物T10为1.75米的硅酸钠溶液,50%的粗聚集体,S / B比为0.55,超级塑化剂剂量为1%,达到575mm,抗压强度为52.81MPa。然而,与混合T4相比,混合物T10较少的流量减少11.38%,与T5相比,抗压强度的抗压强度为10%。因此,比较研究已经在T4,T5和T10之间进行,以确定最佳混合。

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