Optimization of Compressive Strength of Reactive Powder Concrete for an Energy Storage Pile Application Using Response Surface Method

Umut Bektimirova; Eldar Sharafutdinov; Aidana Tleuken; Chang Seon Shon; Dichuan Zhang; Jong Ryeol Kim

doi:10.4028/www.scientific.net/MSF.950.117

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HomeMaterials Science ForumMaterials Science Forum Vol. 950Optimization of Compressive Strength of Reactive...

Optimization of Compressive Strength of Reactive Powder Concrete for an Energy Storage Pile Application Using Response Surface Method

Abstract:

The main goal of this study was to optimize the compressive strength of reactive powder concrete (RPC) for an energy storage pile application using response surface method (RSM). The compressive strength of 9 different RPC mixtures along with 3 plain concrete mixtures was determined. Silica fume (SF) content and the water-to-binder ratio (w/b) were selected as parameters to influence the compressive strength of the concrete mixture. RSM regression analysis was used to develop a prediction model of compressive strength. Based on test results and linear interpolation, the combination of 20.46% SF and w/b=0.20 was determined to achieve the highest compressive strength.

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Material Science and Engineering Technology VII

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Periodical:

Materials Science Forum (Volume 950)

Pages:

117-122

DOI:

https://doi.org/10.4028/www.scientific.net/MSF.950.117

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Online since:

April 2019

Authors:

Umut Bektimirova, Eldar Sharafutdinov, Aidana Tleuken, Chang Seon Shon*, Dichuan Zhang, Jong Ryeol Kim

Keywords:

Reactive Powder Concrete, Response Surface Method, Silica Fume Content, Water to Binder Ratio

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