1) uplift pile
![点击朗读](/dictall/images/read.gif)
抗浮抗拔桩
1.
3D Numerical simulation analysis of deep excavation enforced by uplift piles;
![点击朗读](/dictall/images/read.gif)
设置抗浮抗拔桩深基坑的三维数值仿真分析
2) permanent uplift pile
![点击朗读](/dictall/images/read.gif)
永久性抗拔(浮)桩
3) anti-floating pile
![点击朗读](/dictall/images/read.gif)
抗拔桩
1.
The design of underground structure floating upward and anti-floating pile;
![点击朗读](/dictall/images/read.gif)
地下结构上浮及抗拔桩设计
2.
It takes full advantages of PC pile excellences when it is used as anti-floating pile.
![点击朗读](/dictall/images/read.gif)
结合工程实例,着重介绍了预应力混凝土管桩(PC桩)作为抗拔桩的设计要点、计算方法及相应的构造措施。
3.
Comparing kinds of floor slab structures of underground parking garages,and layout ways of anti-floating piles in this paper,the advantages and the disadvantages are discussed separately.
通过对地下车库楼盖的结构型式、抗拔桩布置方式进行的分析比较,指出各自的优缺点,并得出结论:无梁楼盖可综合降低工程造价,柱下布桩是比较可靠的抗浮桩布置方案。
4) uplift pile
![点击朗读](/dictall/images/read.gif)
抗拔桩
1.
Experimental study on behavior of different uplift piles for deep-embedded underground structure;
深埋纯地下建筑不同抗拔桩型承载性状试验研究
2.
Study on bearing capacity and failure of uplift pile;
![点击朗读](/dictall/images/read.gif)
抗拔桩破坏特性及承载力研究
5) uplift piles
![点击朗读](/dictall/images/read.gif)
抗拔桩
1.
However,there are few research results about uplift piles.
![点击朗读](/dictall/images/read.gif)
抗拔桩作为抗浮基础的主要形式在工程中应用十分广泛。
2.
Currently, designing uplift piles always follows compressive piles just simply multiplying an uplift factor.
目前,抗拔桩设计中沿用抗压桩的方法,简单乘以抗拔系数予以折减,大量抗拔桩试验证明这种设计比较保守,但有时也可能是危险的。
3.
At present,there are three types of uplift piles such as normal straight shaft pile,side post-casting pile and pedestal pile.
目前抗拔桩主要有常规等截面抗拔桩、桩侧后注浆抗拔桩以及扩底抗拔桩三种类型,采用有限元计算软件,对常规等截面抗拔桩、桩侧后注浆抗拔桩以及扩底抗拔桩的承载特性进行了研究,并分析了不同扩底直径对抗拔桩承载力的影响,为抗拔桩的设计与施工提供了依据。
6) tension pile
![点击朗读](/dictall/images/read.gif)
抗拔桩
1.
According to possible problems in design of multi-pillar pile cap,tension pile,tie beam,which are all related with pile cap,proper design method is discussed based on author s experience.
针对多柱联合桩承台、抗拔桩及承台、承台间联系梁设计中可能出现的问题,结合个人经验探讨了合理设计方法,并得出在进行抗拨桩的设计时,应特别注意桩与桩之间、桩与承台之间的连接;在联系梁设计中,应根据地质情况和梁跨度,合理选择计算方法的结论。
2.
According to the principle of the minimum potential energy,the deformation of single tension pile and pile groups was analyzed using a modified variational approach.
抗拔桩常被应用于地下构筑物的抗浮和受较大弯矩作用高耸构筑物的基础。
3.
The load transmission model of buoyant pile suggested by Cooke is basis of this paper, a theoretical solutin to the deformation of a tension piles under given load is developed.
采用 Cooke提出摩擦桩的荷载传递物理模型 ,导出抗拔桩的荷载与位移关系的理论解 ,并把理论解与模型桩试验结果进行了比较 ,计算结果与实测值基本一致 ,扩大了 Cooke法的适用范围 ,提高了单位位移量的计算精度 ,为抗拔桩的设计提供了理论依据 ,可供工程设计应用参考。
补充资料:抗浮
1.举瓠。
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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