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1)  Augering on Tip
桩端自引孔
1.
Due to the limitation of theory investigation for the PHC Tube Pile by Augering on Tip in days gone by, and.
抱压式桩端自引孔静压入岩工艺使用PHC管桩的应用得到进一步发展,根据区域性地质条件特点,在江西地区已经开始逐步推广使用。
2)  drive shoe
打入管下端引鞋;桩靴
3)  uplift pile with hole expansion end
带扩孔端的抗拔桩
4)  pile tip
桩端
1.
The bearing capacity of super-long and large-diameter bored pile tip is influenced by the facts including construction process,depth effect,size effect and so on.
阐述了超长大直径钻孔灌注桩桩端承载力的影响因素,包括施工工艺、深度效应和尺寸效应等。
2.
The analysis of pile tip settlement measuring and the data of pile testing,has ex-pressed that the stress-strain process of upper loads on pile shaft and foundation soil has elastic deformation characteristics of both pile and foundation soil.
桩端沉降测量和试桩资料的分析结果表明,桩在传递上部荷载与地基土之间产生的应力应变过程,表现为桩的弹性杆件和地基土的弹—塑性变形特征。
5)  pile end
桩端
1.
Axial pull-out test of core concrete of prestressed concrete pipe piles and analysis of stress at the pile end;
填芯混凝土轴拔试验及桩端应力分析
2.
The paper introduced the design and construction of pile end bearing layer strengthening for assuring the engineering quality.
由于前期地质钻探比较简单,致使桩端持力层位于岩溶(溶蚀、溶槽及溶洞等)不良地层,发现后桩基已施工完成,因此采取补强加固措施,以确保工程的质量安全。
6)  pile hole
桩孔
1.
By the engineering examples, the authors indroduced in the paper the methods and orperation essentials dealed with the droped iron pieces in the pile hole by using a submersible eletromagnetic fisher, which has practical value.
通过工程实例,介绍了应用潜水电磁铁处理桩孔施工中掉铁件事故的方法及操作要领,它具有实用价值。
补充资料:第二孔(继发孔)型缺损


第二孔(继发孔)型缺损
ostium secondary defect

是心房间隔在形成上发生障碍,一般缺损较大,多在卵圆孔附近称第二孔(继发孔)型缺损。
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