Strength improvement techniques on pervious concrete

被引:4
作者
Arun, Amand [1 ]
Chekravarty, Dsvsmrk [1 ]
机构
[1] Marri Laxman Reddy Inst Technol & Management, Dept Civil Engn, Hyderabad, Telangana, India
关键词
Binder; Micro Silica; Silica Sand; Dry; Density; Permeability; Porosity & Void Ratio; Strength;
D O I
10.1016/j.matpr.2021.11.624
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This research work is an effort to enhance the strength of pervious concrete. In this research we utilized Cement as binding material and Coarse Aggregates (CA) of 6.3 mm to 10 mm size used in this study. Aggregate to Binder ratio considered as 3& water to binder ratio 0.4 was considered. In order to improve strength properties, we utilized Micro Silica with some proportion replaced cement as binder and Silica Sand also used in place of aggregates with some proportions. The impact of this on Compression, Split - Tensile and Flexural Strength, Dry Density, Permeability, and Porosity& Void Ratio Properties investigated.Copyright (c) 2022 Elsevier Ltd. All rights reserved.Selection and peer-review under responsibility of the scientific committee of the International Conference on Smart and Sustainable Developments in Materials, Manufacturing and Energy Engineering
引用
收藏
页码:1979 / 1985
页数:7
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