新型建筑材料2024,Vol.51Issue(7) :108-112.

防渗墙塑性混凝土力学性能-波速拟合曲线研究

Establishment of mechanical property-wave velocity curve for plastic concrete of cutoff wall

陈建国 黄凯 梁巍耀 叶兆青 黄卓杰 黄小兵
新型建筑材料2024,Vol.51Issue(7) :108-112.

防渗墙塑性混凝土力学性能-波速拟合曲线研究

Establishment of mechanical property-wave velocity curve for plastic concrete of cutoff wall

陈建国 1黄凯 1梁巍耀 1叶兆青 1黄卓杰 1黄小兵1
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作者信息

  • 1. 广西壮族自治区水利科学研究院,广西水工程材料与结构重点实验室,广西南宁 530023
  • 折叠

摘要

针对塑性混凝土防渗墙超声波无损检测的应用进行研究.首先设计了3个强度等级的掺膨润土塑性混凝土,通过正交试验探究膨润土掺量、水胶比、砂率、外加剂掺量对塑性混凝土工作性能的影响,确定了最终配合比.基于最终配合比制备混凝土试件并进行力学性能试验、超声波测试和超声波测试比对试验,将得到的强度-波速关系和弹性模量-波速关系进行函数拟合,建立力学性能-波速曲线.结果表明,拟合曲线主要符合二次函数和幂函数形式,得到的5~7 MPa强度-波速曲线(二次函数)和1~7 MPa弹性模量-波速曲线(二次函数)的拟合程度较好,相关系数R2均大于0.94.

Abstract

The application of ultrasonic nondestructive testing to plastic concrete impervious core wall is studied.First,three strength grades of plastic concrete are designed.Through orthogonal test,the effects of water consumption per unit volume,water binder ratio,sand ratio,and admixture content on the working performance of plastic concrete are explored,and the final mix proportion is determined.Based on the final mix proportion,prepare concrete specimens and conduct mechanical property test,ultrasonic test and ultrasonic test comparison test.Function fit the obtained strength wave velocity relationship and elastic modulus wave velocity relationship to establish the mechanical property wave velocity curve.The research results show that the fitting curve mainly conforms to the quadratic function and power function forms,and the fitting degree of the 5~7 MPa strength wave velocity curve(quadratic function)and 1~7MPa elastic modulus wave velocity curve(quadratic function)obtained is good,R2 is greater than 0.94.

关键词

塑性混凝土/防渗墙/超声波检测/膨润土/力学性能-波速曲线

Key words

plastic concrete/anti seepage core wall/ultrasonic testing/bentonite/mechanical property-wave velocity curve

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基金项目

国家自然科学基金项目(52169024)

广西自然科学科学基金(2024GXNSFBA01018)

广西科技计划项目(桂科AD23026004)

水利部重大科技专项(SKS-2022107)

出版年

2024
新型建筑材料
中国新型建筑材料工业杭州设计研究院

新型建筑材料

CSTPCD
影响因子:0.569
ISSN:1001-702X
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