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1)  thin continuous diaphragm
地下薄壁连续墙
2)  thin diaphragm wall
薄壁地下连续墙
1.
Design calculation,construction process,results of seepproof and economic benefit for the use of thin diaphragm wall to brace deep foundation pit are stated and verified by practical engineering.
本文论述了薄壁地下连续墙在深基坑支护应用中的设计计算方法、施工工艺、挡土防渗效果和经济效益, 并应用工程监测成果, 对计算进行了验证对比。
2.
It is concluded that the common quality defects of leaking joints in the thin diaphragm walls could be rectified and prevented by rational research of seepages causes and proper treatment.
某钢筋混凝土薄壁地下连续墙(45cm厚)工程,开挖过程中发现局部墙体接头有渗漏现象。
3)  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
4)  diaphragm [英]['daɪəfræm]  [美]['daɪə'fræm]
地下连续墙
1.
Construction techniques of diaphragms under special conditions;
特殊条件下地下连续墙的施工技术
2.
Based on the analysis of a certain retaining and protecting for deep foundation excavation,several structural schemes including piles in row,bracing system,soil nailing wall and diaphragm are compared.
结合深基坑支护实例,进行了排桩、内支撑、土钉墙、地下连续墙等多种支护方案的技术、经济比较,阐述了软土深基抗土钉墙支护结构的设计方法。
3.
This paper presents the concept of dynamic strength reliability and dynamic rigidity reliability of retaining diaphragm during construction.
提出了支护结构多支撑挡土墙施工过程“动态强度可靠度”和“动态刚度可靠度”的概念 ,研究了基于Monte Carlo法的多支撑挡土墙动态可靠度计算方法 ,并详细分析计算了润扬长江公路大桥南汊悬索桥北锚碇基坑施工过程中嵌岩地下连续墙的可靠度变化。
5)  Underground diaphragm wall
地下连续墙
1.
Application of underground diaphragm wall in deep foundation pit support in subway stands engineering;
地下连续墙在地铁站深基坑支护中的应用
2.
Underground diaphragm walls constructed in two-layered stratum;
上软下硬地层地下连续墙施工技术
3.
Application of underground diaphragm wall combining with the method of center island in foundation pit engineering;
地下连续墙结合中心岛法在基坑工程中的应用
6)  diaphragm walls
地下连续墙
1.
Application of H-shaped steel joint in diaphragm walls in Wuhan;
地下连续墙H型钢接头在武汉地区的应用
2.
A new finite element computational model of diaphragm walls in foundation pit is presented.
提出一种新的地下连续墙有限元计算模型。
补充资料:地下连续墙法
      见地下连续墙。
  

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