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1)  back hub
后视桩
2)  pile completion
桩后
1.
The grout injection with ground fracturing after pile completion.
阐述了桩后劈裂压浆提高单桩承载力的机理、使用设备、操作方法、工艺参数和操作注意事项,并对劈裂压浆的压入量及压力进行了初步探讨。
3)  pile column behind sheet piles
板桩后桩列
4)  backsight [英]['bæksait]  [美]['bæk,saɪt]
后视
1.
In this article, special emphasis is laid on level survey principle: (l) under same between forword sight and backsight staffs, height difference between two points-for- word sight and backsight h=a-b.
本文着重论述了前后视标尺根值相等的水准测量原理: (1)前后视标尺所立之间相同时,前后视两点高差为:h=a-b。
5)  post grouting piles
后灌浆桩
1.
Improvement mechanism and construction techniques of compound foundation of post grouting piles are described.
介绍了后灌浆桩复合地基的加固机理及施工工序 ,利用后灌浆桩加固南京某高层建筑物的地基 ,达到了工期短、安全可靠和造价低的效果 。
6)  post grouting pile
后注浆桩
1.
In this paper the technical and economical benefits of post grouting piles were introduced,so that if shows the post grouting piles are new piles with a very bright future.
介绍后注浆桩的技术经济效益 ,从而表明后注浆桩是富有发展前景的新桩型。
2.
In this paper two methods for determining the ultimate bearing capacity of post grouting piles are put forward, i.
提出确定后注浆桩极限承载力的两种方法 :对试验完整的桩采用s lgP法 ;对试验不够完整的桩先用逆斜率法拟合外推 ,而后采用s lgP法。
3.
Based on the comparative study at the same project between cast-in-situ pile with expanded branches and plates and the post grouting pile,the results show that the post grouting pile can effectively improve the pile s bearing capacity and significantly deduce the pile settlement.
通过对扩底桩、支盘桩和后注浆桩三种桩型在同一工程场地的应用对比分析,结果证明,在该地区地质条件下,无论是从提高单桩承载力、减小沉降量,还是从施工质量控制、工程进度、造价角度分析,后注浆桩方案均优于扩底桩、支盘桩方案。
补充资料:暗桩
1.植立于水中而不露出水面的木桩。
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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