Effect of colloidal silica on compressive strength of concrete

被引:0
|
作者
Kumar, Gedela Prasanna [1 ]
Rajasekhar, K. [1 ]
机构
[1] Andhra Univ Coll Engn A, Dept Civil Engn, Visakhapatnam 530003, Andhra Pradesh, India
关键词
Colloidal silica; Workability; Compressive strength; Optimum dosage; NANO-SILICA; MECHANICAL-PROPERTIES; NANOSILICA;
D O I
10.1016/j.matpr.2022.02.176
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Due to tremendous growth in the technology of the construction field, there is a huge development of different types of modern concretes depending upon the requirements. In general, concrete is an equivalent mixture of cement, aggregates, and water. But, modern concretes contain some additional components in terms of mineral or chemical forms.Concrete superplasticizers play a vital role in improving the quality of concrete and making construction economical. In recent years, wide usage of nanomaterials came into existence. One of the most used nanomaterials is colloidal silica (CS). The effect of the use of colloidal silica on the workability and compressive strength of M20 grade concrete was studied in the present study. Colloidal silica (CS-TX & CS-FX) of two types were replaced in different percentages by the weight of cement. Conplast SP-430 is added as a superplasticizer. The optimum dosage of colloidal silica has been studied by varying percentages by weight of cement. Both the types of silica used in the study have shown improved strengths in the compression of concrete by reducing the voids. The optimum dosage of colloidal silica is found to be 2.5% by the weight of cement. Copyright (c) 2022 Elsevier Ltd. All rights reserved. Selection and peer-review under responsibility of the scientific committee of the International Conference on Materials, Machines and Information Technology-2022.
引用
收藏
页码:520 / 526
页数:7
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