1) multi-arch row piles
连拱式排桩
1.
On deep foundation pit support based on multi-arch row piles and monolayer anchor
连拱式排桩加单层锚索进行深基坑支护的探讨
2) borehole cast-in-place concrete pile multi-arch retaining structure
钻孔灌注桩连拱式组合拱结构
3) soldier pile wall
排桩式地下连续墙
5) arched row pile supporting
拱形排桩支护
1.
Textual research content include there in after several Aspect:(1) Generalizing the current research status on the design and construction of the deep foundation pit in the world,and also summarizing the calculating models and the theories,and giving a introduction of the arched row pile supportin
为解决这一问题,本文提出了一种新型基坑支护结构,即拱形排桩支护结构,并对其结构形式和计算方法进行了研究。
6) pile bent
桩排式
1.
Stress of a diaphragm wall is very complex and especially there are not proper calculation models for the pile bent diaphragm wall.
地下连续墙受力十分复杂,桩排式地下连续墙更是如此,且没有较合适的计算模型和方法,根据相关现场的实际情况,采用反向思维方法,对广州新白云机场轻轨试验段隧道A3标工程项目桩(灌注桩)排式地下连续墙的受力、位移及稳定性情况进行了分析,从理论上解释了施工过程中出现的混凝土灌注桩断裂等现象。
补充资料：连拱
1.连臂合抱。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条