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1)  buoyat pile
浮力桩
2)  buoyancy leg
浮力桩腿
3)  floating pile
浮桩
1.
Based on the contrast of grouting and re-beating of floating piles,the latter should be adopted in soft soil foundation.
针对某广场在高强预应力管桩施工中出现大量浮桩的现象,研究了软土地基中管桩浮桩对桩侧阻、端阻和承载力的影响。
2.
Aimed at the phenomena of floating pile in construction of 100000 m2 high building with prestressed concrete pipe piles,the influence of floating on shaft resistance,toe resistance and bearing capacity of pile were studied through the analysis of static load tests of engineering piles.
针对某广场10万m2高层建筑在预应力管桩施工中出现大量浮桩的现象,通过对试打桩、工程桩的静载荷试验结果进行对比分析,研究了软土地基中管桩挤土上浮对桩侧阻、端阻和承载力的影响。
3.
For possible floating piles in strengthening weak foundation of highway with cement mixing piles, the relationship be-tween total settlement of the foundation and thickness of underlying un-strengthened soil layer is derived on the basis of two models.
在两个模型的基础上 ,对水泥搅拌桩加固高速公路可能出现的浮桩情况 ,研究了地基总沉降和未打穿土层厚度的关系 ;对可能出现的薄硬夹层情况 ,探讨了地基总沉降和中间薄硬夹层厚度的关系。
4)  floating pile
悬浮桩
1.
Dynamical stiffnesses of a floating pile in horizontal vibration;
悬浮桩水平振动的动力刚度
2.
Dynamic stiffness for lateral vibration of a viscoelastic floating pile in a nonlinear viscoelastic soil layer is investigated.
该文研究了非线性粘弹性土层中粘弹性悬浮桩侧向振动的动力刚度。
3.
Following the theory of incompressible saturated viscoelastic porous media and one-dimensional bar model, the dynamical stiffness of a floating pile vertically vibrating in a viscoelastic saturated soil layer is investigated.
基于不可压饱和粘弹性多孔介质理论和一维杆件模型,利用虚拟土桩的概念,研究了不可压饱和粘弹性土层中悬浮桩纵向振动的动力刚度。
5)  upfloat
桩体上浮
1.
Based upon the results obtained from geological inspection, design, monitoring and construction, the upfloat of prestressed pipe pile is analysed.
针对预应力管桩桩体上浮问题从地质条件、设计、检测及施工等方面进行了分析,进而提出预应力管桩施工中需要注意的几个问题,供同行参考。
6)  floating plle
浮悬桩
补充资料:浮浮
1.水或雨雪盛貌。 2.气上升貌。 3.流动貌。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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