基坑开挖下倾斜长短组合桩受力变形特性研究
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1.华东交通大学;2.中铁上海设计院集团有限公司

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江西省自然科学基金项目(20192BAB206043)《地层空洞影响下地铁盾构隧道围压分布模式及衬砌结构的响应研究》


Study on mechanical and deformation characteristics of inclined long short composite pile under foundation pit excavation
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1.East China Jiaotong University;2.China Railway Shanghai Design Institute Group Co., Ltd.

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    摘要:

    倾斜桩可以提高桩身承受水平荷载的能力,有效控制桩身及支护结构的侧向位移,而长短桩围护结构可以降低工程造价。基于此本文提出了倾斜长短组合桩,通过模型试验并结合数值分析,研究倾斜长短组合桩的变形、受力特点,得出以下结论:对于倾斜长短组合桩而言,其支护效果与倾角成正比,与排桩的桩长成反比,且倾角的影响最大,桩长次之;在总桩长一定且短桩满足一定嵌入深度时,倾角存在一个临界值,当倾角小于临界值时,最佳桩长分配受倾角大小的影响,而当倾角大于临界值时,斜桩越长,支护效果越好。

    Abstract:

    Inclined pile can improve the ability of bearing horizontal load of pile body, effectively control the lateral displacement of pile body and supporting structure, and long short pile retaining structure can reduce the engineering cost. Based on this, this paper puts forward the inclined long short composite pile, studies the deformation and stress characteristics of the inclined long short composite pile through model test and numerical analysis, and draws the following conclusions: the effect of increasing the inclination angle on the improvement of the supporting capacity is more significant than reducing the pile length of some rows of piles on the weakening of the supporting capacity; the supporting effect of the inclined long short composite pile is related to the distribution of pile length, but the former is more significant When the total pile length is fixed and the short pile meets a certain embedded depth, there is a critical value of the inclination angle. When the inclination angle is less than the critical value, the optimal distribution of pile length is affected by the inclination angle. When the inclination angle is greater than the critical value, the longer the inclined pile, the better the supporting effect The better.

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历史
  • 收稿日期:2021-03-02
  • 最后修改日期:2021-06-08
  • 录用日期:2021-07-20
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