1) excavation sheet pile retaining wall
挖孔桩板墙结构
1.
Combined with practical situations in foundation pit construction based upon considerations on safety and economic factors the protection system of excavation sheet pile retaining wall is proposed, which acquired good effects and has a certain reference value for similar work.
结合洪凝河特大桥基坑现场实际施工情况 ,在综合考虑安全、经济等各方面因素后 ,介绍了施工钢筋混凝土挖孔桩板墙结构进行防护的方案 ,取得了较好的施工效果 ,对类似工程具有参考价
2) digging hole
挖孔
1.
Some discussion about manual digging holes and impact hole forming are also carried out.
介绍了桥梁下部基桩施工的方法 ,从人工挖孔、冲击法成孔等方面进行了论述 ,指出钻孔以配筋少、无需预制、施工方法简单、速度快和投资少等优点 ,在桥梁建筑中得到广泛的推广和应用。
3) dry-excavation hole
干挖孔
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。
参考词条
补充资料：挖东墙补西墙
1.挖这里的去补那里。比喻勉强应付。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。