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Study on Compressive Strength and Setting Times of Fly Ash Concrete after Slump Recovery Using Superplasticizer
Authors: Chaiyakrit Raoupatham, Ram Hari Dhakal, Chalermchai Wanichlamlert
Abstract:
Fresh concrete has one of dynamic properties known as slump. Slump of concrete is design to compatible with placing method. Due to hydration reaction of cement, the slump of concrete is loss through time. Therefore, delayed concrete probably get reject because slump is unacceptable. In order to recover the slump of delayed concrete the second dose of superplasticizer (naphthalene based type F) is added into the system, the slump recovery can be done as long as the concrete is not setting. By adding superplasticizer as solution for recover unusable slump loss concrete may affects other concrete properties. Therefore, this paper was observed setting times and compressive strength of concrete after being re-dose with chemical admixture type F (superplasticizer, naphthalene based) for slump recovery. The concrete used in this study was fly ash concrete with fly ash replacement of 0%, 30% and 50% respectively. Concrete mix designed for test specimen was prepared with paste content (ratio of volume of cement to volume of void in the aggregate) of 1.2 and 1.3, water-to-binder ratio (w/b) range of 0.3 to 0.58, initial dose of superplasticizer (SP) range from 0.5 to 1.6%. The setting times of concrete were tested both before and after re-dosed with different amount of second dose and time of dosing. The research was concluded that addition of second dose of superplasticizer would increase both initial and final setting times accordingly to dosage of addition. As for fly ash concrete, the prolongation effect was higher as the replacement of fly ash increase. The prolongation effect can reach up to maximum about 4 hours. In case of compressive strength, the re-dosed concrete has strength fluctuation within acceptable range of ±10%.Keywords: Compressive strength, Fly ash concrete, Second dose of superplasticizer, Slump recovery, Setting times.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1110616
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[1] Sakir Erdogdu (2005). Effect of retempering with superplasticizer admixtures on slump loss and compressive strength of concrete subjected to prolonged mixing. Cement and Concrete Research 35 (2005) 907– 912.
[2] Hazır Beton. (2000). TS 11222, Türk Standartları Enstitüsü, Ankara
[3] S. Yamaguchi, F. Tomosawa, M. Kimoshita, T. Yamamoto. (1990). Admixtures Use to Enhance Placing Characteristics of Concrete. 44th Cement Technology Conference Collection of Learned Paper (1990), pp. 274–279.
[4] Wanichlamlert C. and Tangtermsirikul S. (2011). 2nd dose of superplasticizer and slump recovery of concrete using naphthalene based superplasticizer, 10th International Symposium on New Technology for Urban Safety of Mega Cities in Asia.
[5] Dodson V.H. (1998). Effect of fly ash on setting time of concrete chemical or physical. Proceeding Symposium Material Research Society University of Park.