Properties of High Strength Concrete Applied on Semarang - Bawen Highway

4th International Conference on Civil and Environmental Engineering for Sustainability

地球科学;生态环境科学;经济学

Setiyawan, Prabowo^1 ; Antonius^1 ; Wedyowibowo, R. Hawik Jenny^1

Department of Civil Engineering, Faculty of Engineering, Sultan Agung Islamic University, Semarang, Indonesia^1

关键词: Elasticity moduli;    High strength concretes;    High workability;    High-quality concrete;    Highway construction;    Stress-strain diagram;    Superplasticizers;    Water factors;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/140/1/012148/pdf
DOI  :  10.1088/1755-1315/140/1/012148

学科分类：环境科学（综合）

来源: IOP

【 摘 要 】

To fulfill the needs of highway construction then a high quality concrete is expected to be produced by a short time and high workability, therefore the addition of additive chemicals needs to be conducted. The objective of the study was to find out the properties of high quality concrete including slump value, compressive strength, flexural strength, elasticity modulus and stress-strain diagrams with the addition of fly ash and superplasticizer. There were five types of mixtures were made in this study with a fas (cement water factor) was 0,41 and an additional 15% of fly ash and a varied superplasticizer of 0%, 0.5%, 1%, 2% towards the weight/volume and cement/water. Test samples of cylinders and prisms or beams were tested in the laboratory at 1, 3, 7, 14, and 28 days. The test results were then compared with the test results made without additional additives. Based on the result of this research, it can be concluded that the increase of slump value due to the addition of 15% fly ash is 0,53 cm of the base slump value. The use of superplasticizer causes the weight of the type to be greater. The optimum dose of superplasticizer is 1,2%, it is still in the usage level according to the F-type admixture brochure (water reducing, high-range admixture) such as 0,6 % -1,5 %. All mixture types which use addition materials for flexural strength (fr'=45kg/cm2) can be achieved at 3 days.