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1)  row-pile diaphragm wall
排桩地下连续墙
1.
On the basis of particular engineering geology and hydrology of Lhasa River,eight prefabricated open caisson foundations at the main span of the main bridge of Liuwu Bridge are redesigned as row-pile diaphragm wall combined spread foundations.
针对拉萨河流特殊的水文、地质条件,对柳梧大桥主桥主跨8个预制下沉沉井基础进行了设计变更,变更为排桩地下连续墙组合式扩大基础,这样,既满足了基础受力要求,又解决了基础抗冲刷问题,同时还避免了沉井下沉过程中的施工风险。
2)  soldier pile wall
排桩式地下连续墙
3)  cast in place concrete pile/diaphragm wall
灌注桩/地下连续墙
4)  bar-diaphragm wall
条桩式地下连续墙
5)  high-piled slab & beam diaphragm wall
高桩梁板地下连续墙
1.
Cellular diaphragm wall and high-piled slab & beam diaphragm wall were used as the retaining structures of the excavation.
建立三维有限元模型对采用格型地下连续墙和高桩梁板地下连续墙围护结构的船坞基坑进行分析,计算中假定土体为横观各向同性体,考虑土与结构的共同作用以及土体分区开挖。
6)  Underground continuous wall
地下连续墙
1.
The common problems in the construction of underground continuous wall and the management;
地下连续墙施工中常遇问题及处理
2.
Research on the quality control points of underground continuous wall;
地下连续墙质量控制要点的研究
3.
Analysis of effect of different membership function on calculation of fuzzy reliability in underground continuous wall;
不同隶属函数对地下连续墙模糊可靠度影响的分析
补充资料:排墙
1.见"排墙"。
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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