首页> 外文期刊>Journal of geotechnical and geoenvironmental engineering >Closure to 'Load Transfer Curve Analyses of Drilled Shafts Using Crosshole Sonic Logging Test' by Won-Taek Hong, Seung Yong Shin, Min-Chul Park, Jong-Sub Lee, and Myung Jun Song
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Closure to 'Load Transfer Curve Analyses of Drilled Shafts Using Crosshole Sonic Logging Test' by Won-Taek Hong, Seung Yong Shin, Min-Chul Park, Jong-Sub Lee, and Myung Jun Song

机译:Won-Taek Hong,Seung Shin,Min-Chul Park,Jong-Sup和Myung Jun Song

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摘要

We express our sincere appreciation to the discusser's valuable discussion of our study, "Load Transfer Curve Analyses of Drilled Shafts Using Crosshole Sonic Logging Test." The discusser has discussed (1) information on concrete properties; (2) uncertainty in the measured P-wave velocity; and (3) incompatibility of the elastic moduli obtained by uniaxial compression test and crosshole sonic logging test.The purpose of the original study is to estimate the nonlinear stiffness of the drilled shaft with the aim of improving its erroneous load transfer curve. To this end, we focused on the analysis of the nonuniform cross-sectional area and the nonhomogeneous elastic modulus based on the concrete placement record and P-wave velocity to estimate the nonhomogeneous stiffness of the drilled shaft. We agree with the discusser's comment regarding information on the concrete properties. However, the nonhomogeneous elastic modulus is expected to arise from the discrepancies between the properties of the concrete specimen and the placed low-quality concrete. Hence, we excluded the properties of the concrete specimen to avoid confusion that can be caused by the discrepancies.
机译:我们对讨论者对我们的研究有宝贵的讨论表示衷心的感谢,“使用交叉孔测井试验”钻井轴的负载转移曲线分析“。讨论者讨论了(1)具体特性的信息; (2)测量的P波速度的不确定性; (3)由单轴压缩测试和十字孔测井试验获得的弹性模量的不相容。原始研究的目的是估计钻井轴的非线性刚度,目的是提高其错误的载荷传递曲线。为此,我们专注于基于混凝土放置记录和P波速度的非均匀横截面积和非均匀弹性模量的分析,以估计钻井轴的非均匀刚度。我们同意讨论者关于具体特性信息的评论。然而,预期非均匀弹性模量是从混凝土试样的性能和所放置的低质量混凝土之间的差异而产生的。因此,我们排除了混凝土标本的性质,以避免可能由差异引起的混淆。

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  • 来源
    《Journal of geotechnical and geoenvironmental engineering》 |2020年第7期|07020009.1-07020009.1|共1页
  • 作者单位

    Dept. of Civil and Environmental Engineering Gachon Univ. 1342 Seongnam-daero Sujeong-gu Seongnam-si Gyeonggi-do Republic of Korea School of Civil Environmental and Architectural Engineering Korea Univ. 145 Anam-ro Seongbuk-gu Seoul 02841 Republic of Korea;

    Technology R&D Institute Daerim Industrial Co. Ltd. 17 Jong-ro 3-gil Jongno-gu Seoul 03155 Republic of Korea;

    School of Civil Environmental and Architectural Engineering Korea Univ. 145 Anam-ro Seongbuk-gu Seoul 02841 Republic of Korea;

    School of Civil Environmental and Architectural Engineering Korea Univ. 145 Anam-ro Seongbuk-gu Seoul 02841 Republic of Korea;

    R&D Center Hyundai Engineering and Construction Co. Ltd. 75 Yulgok-ro Jongno-gu Seoul 03058 Republic of Korea;

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