| 应用砼的流变性计算砼的灌注参数 |
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| 引用本文： | 张泽业.应用砼的流变性计算砼的灌注参数[J].探矿工程,1996(3):12-13. |
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| 作者姓名： | 张泽业 |
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| 作者单位： | 成都理工学院 |
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| 摘 要： | 应用流体力学、流变学的理论，方法和施工实测数据，建立水下灌注理导管埋深，砼在灌注系统的流动阻力与导管内附加砼柱间的数学表达式，以指导水下灌注施工在最优灌注参数下进行。
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| 关 键 词： | 水下灌注 灌注参数 流变形 灌注桩 混凝土 |
Grouting Parameters Determined by Concrete Rheology |
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| Zhang Zeye.Grouting Parameters Determined by Concrete Rheology[J].Exploration Engineering(Drilling & Tunneling),1996(3):12-13. |
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| Authors: | Zhang Zeye |
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| Institution: | Chengdu University of Technology Chengdu 610059 |
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| Abstract: | Based on fluid mechanics, rheologic theory, method, and field data, a mathematic expressions was formed for burial depth of the underwater grouting tremie and the relationship between flow resistance of the concrete in the grouting system and theadditional concrete head are established to guide underwater grouting to be carried out by optimum grouting parameters. |
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| Keywords: | underwater grouting grouting parameters rheology binham fluid |
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