| Four-function Principle for Optimization Design of Green High Performance Massive Concrete |
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| 作者姓名： | ZHU Pinghua JIN Weiliang |
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| 作者单位： | [1]Postdoctoral Station of Civil Engineering, Zhejiang University,Hangzhou 310027, China [2]Department of Civil Engineering, Yangzhou Polytechnic College, Yangzhou 225000, China |
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| 基金项目： | Funded by the Guide Plan Item of University for Natural Science Study of Jiangsu Province（04KJD560240） |
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| 摘 要： | 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.
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| 关 键 词： | 高性能大体积混凝土 最优化设计 价值工程 绝热温度变化控制 |
| 收稿时间： | 2005-02-12 |
| 修稿时间： | 2005-09-25 |
Four-function principle for optimization design of green high performance massive concrete |
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| ZHU Pinghua JIN Weiliang.Four-function Principle for Optimization Design of Green High Performance Massive Concrete[J].Journal of Wuhan University of Technology. Materials Science Edition,2005,20(4):93-96. |
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| Authors: | Zhu Pinghua PhD Jin Weiliang |
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| Affiliation: | (1) Postdoctoral Station of Civil Engineering, Zhejiang University, 310027 Hangzhou, China;(2) Department of Civil Engineering, Yangzhou Polytechnic College, 225000 Yangzhou, China |
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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. |
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| Keywords: | four-function principle GHPMC general assessment coefficient durability adiabatic temperature change control |
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