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软土地区钻孔灌注桩抗震性能试验研究

刘畅, 刘彦坡, 郑刚, 刘永超

刘畅, 刘彦坡, 郑刚, 刘永超. 软土地区钻孔灌注桩抗震性能试验研究[J]. 岩土工程学报, 2018, 40(2): 360-369. DOI: 10.11779/CJGE201802018
引用本文: 刘畅, 刘彦坡, 郑刚, 刘永超. 软土地区钻孔灌注桩抗震性能试验研究[J]. 岩土工程学报, 2018, 40(2): 360-369. DOI: 10.11779/CJGE201802018
shu
LIU Chang, LIU Yan-po, ZHENG Gang, LIU Yong-chao. Experimental study on seismic behavior of bored cast-in-situ pile in soft soil area[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(2): 360-369. DOI: 10.11779/CJGE201802018
Citation: LIU Chang, LIU Yan-po, ZHENG Gang, LIU Yong-chao. Experimental study on seismic behavior of bored cast-in-situ pile in soft soil area[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(2): 360-369. DOI: 10.11779/CJGE201802018
shu

软土地区钻孔灌注桩抗震性能试验研究  English Version

  • 1.天津大学建筑工程学院,天津 300354
    2.滨海土木工程结构与安全教育部重点实验室（天津大学）,天津 300354
    3.天津市桩基技术工程中心,天津 300301

基金项目: 国家重点基础研究发展计划（“973”计划）项目
详细信息
    作者简介:

    刘畅(1974-),女,博士,副教授,主要从事基坑工程、桩土相互作用、软土地基的研究。E-mail：lclc74@163.com。

  • 中图分类号: TU473

Experimental study on seismic behavior of bored cast-in-situ pile in soft soil area

  • 1.School of Civil Engineering, Tianjin University, Tianjin 300354, China
    2.Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, Tianjin 300354, China
    3.Tianjin Pile Foundation Technology Engineering Center, Tianjin 300301, China

摘要

    摘要
  • 摘要: 选取天津市典型软土场地,针对4根纵筋配筋率不同的钢筋混凝土钻孔灌注桩展开现场足尺桩拟静力试验。探究了不同配筋率的钻孔灌注桩在低周往复水平荷载作用下的滞回特性、耗能性能、刚度退化、位移延性及承载能力的差异。试验结果表明：4根灌注桩的等效黏滞阻尼系数集中在0.10~0.23,且位移延性系数均在4.5以上,具有较好的耗能及延性性能;增大配筋率并不能明显改善钢筋混凝土钻孔灌注桩的刚度退化过程,减缓刚度退化的速率;配筋率的增加可有效提高灌注桩的塑性变形能力,增大灌注桩的极限位移,同时显著增大灌注桩的屈服荷载与极限荷载;灌注桩的耗能能力及位移延性随配筋率的增加均呈先增大后减小的变化规律,从抗震性能的角度分析,灌注桩最优配筋率的建议值为0.63%。
    Abstract: The field pseudo-static tests on 4 full-scale reinforced concrete cast-in-situ bored piles with different reinforcement ratios are performed at a typical soft soil site of Tianjin. The seismic behavior indice, such as hysteretic behavior, energy dissipation, stiffness degradation, displacement ductility and bearing capacity of the test piles with different ratios of reinforcement under horizontal low cyclic loading, are studied. The results show that the equivalent viscous damping coefficients of four piles mainly appear between 0.10 to 0.23, and the displacement ductility coefficients of four piles are all above 4.5, indicating good energy dissipation and ductility. Increasing reinforcement ratio does not significantly improve the stiffness degradation process of the cast-in-situ bored piles and does not slow down the rate of stiffness degradation. Increasing the reinforcement ratio can effectively improve the plastic deformation capacity of the piles, and increase their ultimate displacement, and significantly increase the yield load and ultimate load of a single pile. Both the energy dissipation capacity and the displacement ductility of the piles increase firstly and then decrease with the increase of the reinforcement ratio, and based on the seismic performance of cast-in-situ piles, the recommended value of the optimal reinforcement ratio of cast-in-situ bored piles is 0.63%.
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    • 参考文献(29)
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  • 收稿日期:  2016-11-08
  • 发布日期:  2018-02-24

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