EFFECT OF RE-VIBRATION ON COMPRESSIVE STRENGTH OF CONCRETE

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KRISHNA RAO M.V.; RATHISH KUMAR P.; BALA BHASKAR N.V.R.C.

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Journal Paper

Paper Information

Journal: ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) Year:2008 | Volume:9 | Issue:3 Page(s): 291-301

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Title

EFFECT OF RE-VIBRATION ON COMPRESSIVE STRENGTH OF CONCRETE

Author(s)

KRISHNA RAO M.V. | RATHISH KUMAR P. | BALA BHASKAR N.V.R.C. | Issue Writer Certificate

Keywords

COMPRESSIVE STRENGTH

INITIAL SETTING TIME

RE-VIBRATION

TIMELAG INTERVALS

WATER CEMENT RATIO

COST ANALYSIS

Abstract

The present work is aimed at studying the effect of RE-VIBRATION on the COMPRESSIVE STRENGTH of concrete using 53 grade Ordinary Portland Cement, with wide range of w/c ratios varying from 0.35 to 0.7 and with more number of RE-VIBRATION time lag intervals ranging from ½ hour to four hours. The effect of RE-VIBRATION on the density of concrete is also studied. The results have shown that the COMPRESSIVE STRENGTH of the concrete with various w/c ratios have increased up to certain time lag interval i.e. within the INITIAL SETTING TIME (IST) and decreased thereafter. The percentage increase in the COMPRESSIVE STRENGTH also nearly followed the above trend.

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APA: Copy

KRISHNA RAO, M.V., RATHISH KUMAR, P., & BALA BHASKAR, N.V.R.C.. (2008). EFFECT OF RE-VIBRATION ON COMPRESSIVE STRENGTH OF CONCRETE. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 9(3), 291-301. SID. https://sid.ir/paper/298776/en

Vancouver: Copy

KRISHNA RAO M.V., RATHISH KUMAR P., BALA BHASKAR N.V.R.C.. EFFECT OF RE-VIBRATION ON COMPRESSIVE STRENGTH OF CONCRETE. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2008;9(3):291-301. Available from: https://sid.ir/paper/298776/en

IEEE: Copy

M.V. KRISHNA RAO, P. RATHISH KUMAR, and N.V.R.C. BALA BHASKAR, “EFFECT OF RE-VIBRATION ON COMPRESSIVE STRENGTH OF CONCRETE,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 9, no. 3, pp. 291–301, 2008, [Online]. Available: https://sid.ir/paper/298776/en

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