东南亚某工程旋挖灌注桩单桩竖向承载力分析

吴兴辉 门青波 常玉娟

吴兴辉, 门青波, 常玉娟. 2016: 东南亚某工程旋挖灌注桩单桩竖向承载力分析. 工程地质学报, 24(s1): 1270-1275. doi: 10.13544/j.cnki.jeg.2016.s1.185
引用本文: 吴兴辉, 门青波, 常玉娟. 2016: 东南亚某工程旋挖灌注桩单桩竖向承载力分析. 工程地质学报, 24(s1): 1270-1275. doi: 10.13544/j.cnki.jeg.2016.s1.185
WU Xinghui, MEN Qingbo, CHANG Yujuan. 2016: ANALYSIS OF VERTICAL BEARING CAPACITY OF SINGLE PILE TO ROTARY CAST-IN-SITU PILE IN A PROJECT OF SOUTHEAST ASIA. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 1270-1275. doi: 10.13544/j.cnki.jeg.2016.s1.185
Citation: WU Xinghui, MEN Qingbo, CHANG Yujuan. 2016: ANALYSIS OF VERTICAL BEARING CAPACITY OF SINGLE PILE TO ROTARY CAST-IN-SITU PILE IN A PROJECT OF SOUTHEAST ASIA. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 1270-1275. doi: 10.13544/j.cnki.jeg.2016.s1.185

东南亚某工程旋挖灌注桩单桩竖向承载力分析

doi: 10.13544/j.cnki.jeg.2016.s1.185
详细信息
    作者简介:

    吴兴辉(1977-),男,硕士,高级工程师,主要从事岩土工程勘察和地质灾害防治工作.Email:87051292@qq.com

  • 中图分类号: P642

ANALYSIS OF VERTICAL BEARING CAPACITY OF SINGLE PILE TO ROTARY CAST-IN-SITU PILE IN A PROJECT OF SOUTHEAST ASIA

  • 摘要: 桩基静载试验在确定单桩极限承载力方面是常用的方法,目前针对国内工程的相关研究较为丰富,但在海外工程方面的实例则相对较少,而且一般的试验研究未达到桩基受力的极限状态,试验资料不够完整,因而进行桩基的破坏性试验是很有必要的。为此,该研究结合东南亚某项目实例,对该工程子厂房的6根试桩,进行了单桩竖向抗压极限承载力的现场破坏性静载试验,采用试桩的Q~t和S~t曲线分析了单桩竖向承载力的试验过程,对单桩竖向极限承载力按相关规范进行了综合确定,为该地区同类工程积累了经验,也为该类型桩的进一步研究提供了宝贵的试验资料。
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出版历程
  • 收稿日期:  2016-02-25
  • 修回日期:  2016-05-20
  • 刊出日期:  2016-12-25

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