Slag Cement Optimization on Flexture Strength of High Quality Concrete with Various Treatment

Rahmi Karolina, Syahrizal, M. A. P. Handana, Anggi Syafitri

2018

Abstract

Concrete technology to date continues to grow. The need for efficient constructions that are often viewed interms of concrete mechanical behavior, on-the-filed application, to the estimated cost of its implementation increasing lyrequire construction actors to optimize construction engineering materials, especially concrete engineering materials. Various types of concrete now a days have been developed according to its needs, one of which is high quality concrete.In designing high quality concrete, it should be noted that several factors will affect the achievement of the quality of the plan, which is cement. Environmental issues are now a national and international issue in every establishment and operation of the company that is about CO2 emissions from cement production and the existence of B3 waste from steel production. In this research the use of slag cement from PT.Indocement Indonesia as a substitute for the type I Portland cement in the substituted concrete mixture to create an environmentally friendly high quality concrete with high initial durability and strength. The use of slag cement optimization is coupled with the use of the Master Ease 3029 superplasticizer. This research aims to compare slag cement-based high quality concrete and high quality concrete with conventional mixture. From the result of the research which has been done on the concrete of 28 days of age, the average of absorption of slag cement concrete that happened at PDAM water, sea water, acid water, and compound curing compared to normal concrete is 13,952%, 13,724%, 18,835% and 47,511 %. The increase of slag cement concrete modulus on PDAM water, seawater, and acid water curing compared to normal concrete break modulus is 11,333%, 6,517%, and 10,858%. However, the fracture modulus of slag cement concrete of compound curing decreased by 1.670% compared to the normal concrete of compound curing. The maximum deflection is owned by high quality concrete with PDAM water treatment that is on the slag cement concrete of 0.77168926 mm and in the normal concrete of 0.168302511 mm. The result of crack pattern observation during the test can be concluded that the crack pattern that occurs on the concrete beam with various curing that is formed is in the middle of the beam between the load point which is 1/3 of the effective length of the beam. The slump value of both concrete showed results that did not give a significant effect due to the use of superplasticizer.

Paper Citation

in Harvard Style

Karolina R., Syahrizal., Handana M. and Syafitri A. (2018). Slag Cement Optimization on Flexture Strength of High Quality Concrete with Various Treatment.In Proceedings of the International Conference of Science, Technology, Engineering, Environmental and Ramification Researches - Volume 1: ICOSTEERR, ISBN 978-989-758-449-7, pages 328-331. DOI: 10.5220/0010094203280331

in Bibtex Style

@conference{icosteerr18,
author={Rahmi Karolina and Syahrizal and M. A. P. Handana and Anggi Syafitri},
title={Slag Cement Optimization on Flexture Strength of High Quality Concrete with Various Treatment},
booktitle={Proceedings of the International Conference of Science, Technology, Engineering, Environmental and Ramification Researches - Volume 1: ICOSTEERR,},
year={2018},
pages={328-331},
publisher={SciTePress},
organization={INSTICC},
doi={10.5220/0010094203280331},
isbn={978-989-758-449-7},
}

in EndNote Style

TY - CONF

JO - Proceedings of the International Conference of Science, Technology, Engineering, Environmental and Ramification Researches - Volume 1: ICOSTEERR,
TI - Slag Cement Optimization on Flexture Strength of High Quality Concrete with Various Treatment
SN - 978-989-758-449-7
AU - Karolina R.
AU - Syahrizal.
AU - Handana M.
AU - Syafitri A.
PY - 2018
SP - 328
EP - 331
DO - 10.5220/0010094203280331