Four-function principle for optimization design of green high performance massive concrete

Zhu Pinghua , Jin Weiliang

Journal of Wuhan University of Technology Materials Science Edition ›› 2005, Vol. 20 ›› Issue (4) : 93 -96.

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Journal of Wuhan University of Technology Materials Science Edition ›› 2005, Vol. 20 ›› Issue (4) : 93 -96. DOI: 10.1007/BF02841293
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Four-function principle for optimization design of green high performance massive concrete

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Abstract

A four-function principle was proposed for the optimization design of green high performance massive concrete (GHPMC) based on the theory of value engineering and the adiabatic temperature change control. A set of concrete formulas were designed according to the orthogonal experiment. The experimental results were analyzed by applying the variance analysis method to find out the effects of influential factors and determine the optimum mixture formula. In addition, the four-function principle was successfully applied to optimize the mixture formula in field massive concrete engineering. The practical results show the adiabatic temperature change of massive concrete could be efficiently controlled, and the excellent durability, good workability and high compressive strength could be achieved.

Keywords

four-function principle / GHPMC / general assessment coefficient / durability / adiabatic temperature change control

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Zhu Pinghua, Jin Weiliang. Four-function principle for optimization design of green high performance massive concrete. Journal of Wuhan University of Technology Materials Science Edition, 2005, 20(4): 93-96 DOI:10.1007/BF02841293

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Bai-fang Zhu. Thermal Stresses and Temperature Control of Massive Concrete, 1999 Beijing: China Electric Power Press. 8-50.

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