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1)  drilled lime earth pile
挖孔灰土桩
1.
In the paper, the engineering history is combined, the various methods of ground treatment for self weight non collapse yellow soil are discussed, the treating method of drilled lime earth pile is advanced to increase carrying capacity of ground.
结合工程实例 ,讨论了处理非自重湿陷性黄土地基的各种方法 ,提出对湿陷性黄土地基采取人工挖孔灰土桩的处理方法能汲取挤密桩和垫层法二者的特点 ,可提高承载力。
2)  manual digging concrete pile
人工挖孔混凝土灌注桩
1.
Quality control of manual digging concrete pile;
人工挖孔混凝土灌注桩的质量控制
3)  pile hole's excavation
桩孔开挖
4)  excavation pile
挖孔桩
1.
Construction technology of excavation pile under complex topographical and geological conditions of Xiaoqun Bridge by river;
小群沿江桥复杂地形地质下的挖孔桩施工技术
2.
The application of controlled blast in excavation pile construction;
控制爆破在挖孔桩施工中的应用
3.
In valley multi-karst caves area,manpower excavation pile may effectively avoid blocking up the hole and leaking the muddy.
在丘陵多溶洞地区,挖孔桩可有效地避免塌孔以及漏浆现象。
5)  Excavated pile
挖孔桩
1.
On the application of the construction technology excavated pile in building engineering;
浅谈挖孔桩施工技术在房建工程中的运用
2.
Manual-excavated pile foundation has become the chief foundation form because of its advantages.
人工挖孔桩基础有许多优点,已成为首选基础型式,但在地层复杂地区存在成孔困难。
6)  dug pile
挖孔桩
1.
Based on the construction of large-hole dug pile foundations of the Shengmi Bridge in Nanchang, the construction technology for dug piles under geologic conditions of abundant underground water is briefly presented, while the methods for handling common problems during digging construction of the piles are described in considerable details.
通过南昌生米大桥大孔径桩基的工程实践,简要介绍了地下水丰富的地质情况下挖孔桩的施工工艺,并重点介绍了在挖孔过程中常见问题的处理方法,为同类地层的施工提供了广阔的思路。
2.
The eolian sand is loose, and not stable particularly at steep slope zone where construction of dug piles is extremely difficult and there are even no ripe experiences to go by.
风积砂土体松散,在陡坡处更不稳定,在此条件下进行挖孔桩施工成孔极难,没有成熟施工方法。
3.
Give a more detailed description of the design principle that used protection with dug pile in transformation of existing railway bridge and culvert construction in parallel paragraph.
0 m))施工为例,较为详细地介绍了铁路既有线改造工程并行段桥涵施工中采用挖孔桩防护的设计原理。
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。
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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