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抛支撑支点承载力和刚度特性的研究及应用

尹骥, 董月英

尹骥, 董月英. 抛支撑支点承载力和刚度特性的研究及应用[J]. 岩土工程学报, 2012, 34(suppl): 330-334.
引用本文: 尹骥, 董月英. 抛支撑支点承载力和刚度特性的研究及应用[J]. 岩土工程学报, 2012, 34(suppl): 330-334.
YIN Ji, DONG Yue-ying. Study and application of bearing capacity and stiffness of supportingpoint of slop strut[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 330-334.
Citation: YIN Ji, DONG Yue-ying. Study and application of bearing capacity and stiffness of supportingpoint of slop strut[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 330-334.

抛支撑支点承载力和刚度特性的研究及应用  English Version

详细信息
    作者简介:

    尹 骥(1980– ),男,上海人,工学博士,注册土木(岩土)工程师,主要从事岩土工程领域的设计、咨询和研究。

  • 中图分类号: TU473

Study and application of bearing capacity and stiffness of supportingpoint of slop strut

  • 摘要: 总结了上海地区常用的抛支撑支点的型式。通过对抛支撑支点传力路径、承载力及变形模式的分析,探讨了支点与周围土体共同作用的机理。基于支点为“刚体”的假定,提出了计算支点水平承载力和刚度的简化计算方法。介绍了采用此方法设计的某抛支撑工程案例。工程实践表明,采用建议的方法进行设计是基本可行的。
    Abstract: The common styles of supporting point of slop strut used in Shanghai are introduced. Based on the analysis of its force transfer path, bearing capacity and deformation mode, the mechanism of interaction between soil and supporting point is discussed. A simplified method for calculating the horizontal bearing capacity and stiffness of supporting point of slop strut is proposed based on the assumption of rigid supporting point. A case is employed to validate the above method. The engineering practices prove the reasonableness of the proposed method.
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    [3] JGJ 94—2008 建筑桩基技术规范[S]. 2008. (JGJ 94—2008 Technical code for building pile foundations[S]. 2008. (in Chinese))
    [4] JGJ 120—99 建筑基坑支护技术规程[S]. 1999. (JGJ 120—99 Technical specification for retaining and protection of building foundation excavations[S]. 1999. (in Chinese))
    [5] GB50007—2002 建筑地基基础设计规范[S]. 2002. (GB50007—2002 Code for design of building foundation[S]. 2002. (in Chinese))
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出版历程
  • 收稿日期:  2012-11-12
  • 发布日期:  2012-11-12

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