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1)  equal-effect-excavation-depth
等效开挖深度
2)  excavation depth
开挖深度
1.
In this paper,46 case histories of deep excavations in soft clays in Hangzhou city and Shanghai city are summarized and studied,the relationships between the excavation depth and the magnitude and location of the maximum lateral displacement,and the excavation depth and the relative stiffness of the supporting system are analyzed.
本文就杭州和上海软土地区46个成功深基坑的实测结果进行了研究和总结,分析了基坑开挖深度与最大侧移及其位置的关系,分析了当前基坑开挖深度和所采用支撑系统相对刚度之间的关系。
2.
6 stiff soil-aquiclude,excavation depth and confined water head influence on deformation stability of the pit.
针对上海地铁M8线黄兴路车站深基坑,采用离心模型试验研究第⑥硬土隔水层缺失与否、基坑开挖深度和承压水头高度等因素对承压水基坑变形稳定的影响。
3)  digging and exploitation at depth
深度挖掘与开发
4)  excavation depth of each step
每步开挖深度
5)  Critical Excavation Depth
临界开挖深度
6)  wall sinking-down depth
墙体开挖深度
1.
According to several engineering living examples of deep underground continuous wall which have been safely completed in domestic, the problems involyed in thedetermination of the wall sinking-down depth,the selection of its deep trench formationmethods,its construction under unusal conditions,and the concrete mixed ratio design,etc are discussed
依据国内多项已安全竣工的深层地下连续墙工程实例,对墙体开挖深度的确定、成槽方式的选择、特殊环境的施工、混凝土配合比设计等问题进行了探讨。
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