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1)  the temped and enlarged pile without pile shoe
无桩靴夯扩桩
1.
This paper states the pile forming process and special advantages of the temped and enlarged pile without pile shoe,its appropriate conditions and the design calculating principle.
论述了无桩靴夯扩桩的成桩工艺及其独特优点,提出了无桩靴夯扩桩适用条件和设计计算原则。
2)  compacted expanded pile without shoe
无桩靴夯扩灌注桩
1.
Great amount problems appeared in the application of compacted expanded pile without shoes in meizhou county in recent years, its causes are analyzed and countermeasures are proposed.
分析梅州地区近几年大量应用的无桩靴夯扩灌注桩工程存在的主要质量问题以及产生的原因,并针对性地提出了质量控制对策。
3)  pedestal pile with drive shoe
带靴夯扩桩
4)  rammed bulb ile
深基础无桩靴夯扩灌注桩
5)  head of tamping reamed pile
夯扩桩桩头
1.
The factors which influence head of tamping reamed pile s quality is analyzed through practical example of project,and measures in controling head of tamping reamed pile s quality is given.
通过工程实例分析了影响夯扩桩桩头质量的因素,提出了控制夯扩桩桩头质量的措施,以进一步提高夯扩桩的质量。
6)  Ram-compaction piles
夯扩桩
1.
Ram-compaction piles with composite bearing base is an effective method to enhance the bearing force of the composite foundation,by u- sing the high bearing force of a pile,the characteristic of the pile s short,the enhance of the substitute ratio of the composite foundation.
复合载体夯扩桩是利用单桩承载力高,桩身较短的特性,通过提高复合地基置换率参数的方法有效提高复合地基的承载力,减小上部土体中的有效应力,从而有效减少土体的压缩变形。
2.
This paper introduces the method of controlling the driven steel tube in application of the ram-compaction piles.
介绍了锤击沉管夯扩桩的沉管控制原则。
3.
As a result,the ram-compaction piles have not only higher-load but also less down moving.
夯扩桩具有单桩承载力较高、沉降较小等优点,在经济上也优于普通灌注桩体。
补充资料:夯嘴夯腮
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