Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Comparative Studies on Mechanical Properties of High Strength Concrete Using Foundry Slag and Alccofine
The main purpose of this research study is to compare the strength properties (Mechanical) of High Strength Concrete(HSC) using Foundry Slag(FD) and Alccofine(AF) for different curing ages(7, 14, 28, 56 and 90 days). This paper discussed the use of Foundry Slag(FD) as partial replacement for conventional fine aggregates and Alccofine (AF) as partial substitute for cement. Concrete specimens of M100 grade using water/binder ratio 0.239, with varying percentage of FD (0 to 50%) and with optimum percentage of AF(15%) were casted and tested for development of compressive strength(CS), tensile strength(TS) and flexural strength(FS) after curing age of 7, 14, 28, 56 and 90 days. Results suggested that reasonably high strength concrete can be prepared by replacing fine aggregates(FA) with FD and cement with 15% of AF. Results showed increase in mechanical properties ( CS, TS and FS) of HSC with increase in FD content up to 45% and with age. A straight line equation from the regression analysis has been formed from the results obtained by means of best fit.
Comparative Studies on Mechanical Properties of High Strength Concrete Using Foundry Slag and Alccofine
The main purpose of this research study is to compare the strength properties (Mechanical) of High Strength Concrete(HSC) using Foundry Slag(FD) and Alccofine(AF) for different curing ages(7, 14, 28, 56 and 90 days). This paper discussed the use of Foundry Slag(FD) as partial replacement for conventional fine aggregates and Alccofine (AF) as partial substitute for cement. Concrete specimens of M100 grade using water/binder ratio 0.239, with varying percentage of FD (0 to 50%) and with optimum percentage of AF(15%) were casted and tested for development of compressive strength(CS), tensile strength(TS) and flexural strength(FS) after curing age of 7, 14, 28, 56 and 90 days. Results suggested that reasonably high strength concrete can be prepared by replacing fine aggregates(FA) with FD and cement with 15% of AF. Results showed increase in mechanical properties ( CS, TS and FS) of HSC with increase in FD content up to 45% and with age. A straight line equation from the regression analysis has been formed from the results obtained by means of best fit.
Comparative Studies on Mechanical Properties of High Strength Concrete Using Foundry Slag and Alccofine
Sharma, Devinder (Autor:in) / Sharma, Sanjay (Autor:in) / Goyal, Ajay (Autor:in)
15.01.2017
Challenge Journal of Concrete Research Letters; Vol 7, No 1 (2016) ; 2548-0928
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
690
Mechanical Properties of Alccofine with Low Calcium Silicate Based High-Strength Concrete
| Springer Verlag | 2022
Performance of High-Strength Concrete using Alccofine and GGBFS
| Springer Verlag | 2022
Study on Bond Strength of Alccofine Based Normal and High Strength Concrete
| BASE | 2019
Prediction of Compressive Strength of Alccofine-Based Geopolymer Concrete
| Springer Verlag | 2024
Prediction of Compressive Strength of Alccofine-Based Geopolymer Concrete
| Springer Verlag | 2024