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Initial Behavior of Thin-Bonded Continuously Reinforced Concrete Overlay (CRCO) on Aged Jointed Concrete Pavement

机译:细缝混凝土路面上薄粘结连续钢筋混凝土覆盖层(CRCO)的初始行为

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A thin-bonded CRCO (Continuously Reinforced Concrete Overlay) on a JCO (Jointed Concrete Overlay) was constructed at Seo Hae Ahn Express Highway in Korea. This project includes two experimental sections: 1) a JCO with saw-cut joints over existing transverse joints, and 2) a CRCO, which employs transverse and longitudinal steel reinforcing rods, that is placed on top of an existing JCO. After milling 5 cm off the top of the JCO, an overlay thickness of 10 cm remains. Several VWSGs (Vibrating Wire Strain Gauges) were installed to evaluate curling, delamination behavior, and crack propagation of the thin-bonded CRCO. This paper describes the early behavior of this overlay and compares the current and new rehabilitation methods available in Korea.
机译:在韩国的徐海安高速公路上,在JCO(联合混凝土覆盖层)上建造了薄粘结的CRCO(连续钢筋混凝土覆盖层)。该项目包括两个实验部分:1)JCO在现有横向接头上具有锯齿形接头,并且2)CRCO采用横向和纵向钢筋,并位于现有JCO的顶部。在距JCO顶部5厘米处铣削后,仍保留10厘米的覆盖层厚度。安装了多个VWSG(振动线应变片)以评估薄粘结CRCO的卷曲,分层行为和裂纹扩展。本文介绍了这种覆盖物的早期行为,并比较了韩国现有的和新的康复方法。

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  • 来源
    《Geohunan international conference》|2009年|P.101-106|共6页
  • 会议地点 Changsha(CN)
  • 作者单位

    Graduate student Department of Civil and Environmental Engineering Chung-Ang University;

    Senior Researcher Korea Institute of Construction Technology;

    Department of Civil Engineering Kyunghee University;

    ''Executive Director Sam-Woo IMC;

    Department of Civil and Environmental Engineering Chung-Ang University;

    Department of Civil and Environmental Engineering Kangnung National University;

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