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

被引:15
|
作者
Jithendra, C. [1 ]
Elavenil, S. [1 ]
机构
[1] VIT Univ, Sch Mech & Bldg Sci, Chennai, Tamil Nadu, India
关键词
Aluminosilicate materials; Flowable geopolymer concrete; Taguchi method; Ambient curing; LOW-CALCIUM FLY; ASH; MORTAR; WORKABILITY; BEHAVIOR; GGBFS;
D O I
10.1007/s12633-019-00166-w
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
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.
引用
收藏
页码:595 / 602
页数:8
相关论文
共 50 条
  • [21] Research on detection method of concrete compressive strength based on dielectric properties
    Zhong, Yanhui
    Wang, Pan
    Zhang, Bei
    Wang, Yilong
    Liu, Tairan
    Li, Xuedong
    Niu, Yongding
    [J]. JOURNAL OF BUILDING ENGINEERING, 2023, 76
  • [22] Influence of mixture design parameters on the static and dynamic compressive properties of slag-based geopolymer concrete
    Ou, Zhihua
    Feng, Ruiping
    Mao, Taiwei
    Li, Ning
    [J]. JOURNAL OF BUILDING ENGINEERING, 2022, 53
  • [23] Correlation between Compressive Strength and Split Tensile Strength of GGBS and MK Based Geopolymer Concrete using Regression Analysis
    Kumar, B. Sarath Chandra
    Karuppusamy, Sadasivan
    Ramesh, K.
    [J]. JOURNAL OF MECHANICS OF CONTINUA AND MATHEMATICAL SCIENCES, 2019, 14 (01): : 21 - 36
  • [24] Effect of Printing Parameters on Compressive Strength of Additively Manufactured Porous Bone Scaffolds Using Taguchi Method
    Sahu, Kiran Kumar
    Modi, Yashwant Kumar
    [J]. INTERNATIONAL JOURNAL OF MANUFACTURING MATERIALS AND MECHANICAL ENGINEERING, 2021, 11 (01) : 18 - 33
  • [25] THE INFLUENCE OF MICROWAVE INCINERATED RICE HUSK ASH ON FOAMED CONCRETE WORKABILITY AND COMPRESSIVE STRENGTH USING TAGUCHI METHOD
    Bayuaji, Ridho
    [J]. JURNAL TEKNOLOGI, 2015, 75 (01): : 265 - 274
  • [26] STUDY ON PARAMETERS INFLUENCING THE PROPERTIES OF SELF COMPACTING CONCRETE USING TAGUCHI OPTIMIZATION METHOD
    Jaganathan, V
    Chinnaraju, K.
    [J]. REVISTA ROMANA DE MATERIALE-ROMANIAN JOURNAL OF MATERIALS, 2021, 51 (04): : 558 - 563
  • [27] Improvement the Properties of High Strength Fly Ash Based Geopolymer Concrete by Using Cement
    Ibrahim, Ali Kadhim
    Hussein, Zainab Mohammed Ali
    [J]. INTERNATIONAL CONFERENCE ON MATERIALS ENGINEERING AND SCIENCE, 2018, 454
  • [28] Optimization of the design parameters of fly ash-based geopolymer using the dynamic approach of the Taguchi method
    Onoue, Kozo
    Iwamoto, Takeomi
    Sagawa, Yasutaka
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2019, 219 : 1 - 10
  • [29] Analyzing the compressive strength of green fly ash based geopolymer concrete using experiment and machine learning approaches
    Khoa Tan Nguyen
    Quang Dang Nguyen
    Tuan Anh Le
    Shin, Jiuk
    Lee, Kihak
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2020, 247
  • [30] Prediction of Compressive Strength of Fly Ash-Based Geopolymer Concrete Using Supervised Machine Learning Methods
    Arslan Qayyum Khan
    Muhammad Huzaifa Naveed
    Muhammad Dawood Rasheed
    Pengyong Miao
    [J]. Arabian Journal for Science and Engineering, 2024, 49 : 4889 - 4904