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High strength concrete with technology in modern times is constantly being developed. In this case, the intended technology is a self-compacting concrete which in the process does not employ a vibrator. This study aims to determine the influence of the addition of Air Entraining Agent ( AEA ) on high strength concrete in obtaining self-compacting concrete according to EFNARC reference. Tests conducted in this research are fresh concrete test such as slump-flow table, l-shape box, v-funnel and vfunnel T5minutes. In addition, there is a compressive strength test of 14 and 28 day concrete as well as testing of cement bonding time with the objective of knowing how much the initial and final tie time of cement is added to the Air Entraining Agent. This research uses experimental method conducted in the Materials Laboratory of Civil Engineering Study Program, Faculty of Engineering, Sebelas Maret University, Surakarta This research results, concrete that only given the addition of Air Entraining Agent is classified as conventional concrete while the concrete with the addition of Superplasticizer which in this study as concrete is classified as self-compacting concrete and also the combination of addition of Air Entraining Agent with Superplasticizer belonging to the self-compacting concrete. Based on the research results obtained value of compressive strength of the average concrete with the addition of Air Entraining Agent compressive strength on the declining concrete. The decrease with the addition of Air Entraining Agent was 0,05%, 0,1%, and 0,15% of the reference concrete, the decrease of concrete compressive strength for age 14 was 14,46%, 18,45%, and 64,84% while for age 28, concrete compressive strength is 9,91%, 15,32%, and 44,82%. The test results on fresh concrete values against the reference concrete, SA 4 (AEA 0,05% + Superplasticizer 1,7%) increased by 3% and SA 5 (AEA 0,10% + Superplasticizer 1,7%) increased by 5% self-compacting concrete properties (SCC).

KAJIAN PENGARUH VARIASI PENAMBAHAN AIR ENTRAINING AGENT TERHADAP PARAMETER BETONMEMADAT MANDIRIDAN KUAT TEKAN BETON MUTU TINGGI