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shallow-depth-excavation tunnel
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  “shallow-depth-excavation tunnel”译为未确定词的双语例句
     Temporary shoring must be dismantled before construction of second-layer liner in construction of shallow-depth-excavation tunnel with composite-liners, and the initial structure is the most dangerous in this period time.
     采用浅埋暗挖法修建的复合式衬砌隧道结构,初支受力最危险的时期是为修筑二衬而分段拆除初期支护的临时支撑的过程。
短句来源
  相似匹配句对
     Shallow Ground
     地表
短句来源
     Shallow Semantic Parsing
     浅层语义分析
     p-FEMOL ANALYSIS OF SHALLOW SHELLS
     P型有限元线法分析扁壳弯曲问题
短句来源
     delta plain-shallow lake.
     三角洲平原—滨浅湖(前缘)—浅湖沉积体系组合。
短句来源
     On Tunnel Construction by Shallow Excavation Method
     隧道工程浅埋暗挖法施工
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Temporary shoring must be dismantled before construction of second-layer liner in construction of shallow-depth-excavation tunnel with composite-liners, and the initial structure is the most dangerous in this period time. In this paper, the structure-load model is used to study the change rule of structural inner forces in course of dismantling temporary shoring with increment method. Taking the crossover tunnel in Gu-Xuan section of Nanjing subway as an example, through 2D calculation the reasonable...

Temporary shoring must be dismantled before construction of second-layer liner in construction of shallow-depth-excavation tunnel with composite-liners, and the initial structure is the most dangerous in this period time. In this paper, the structure-load model is used to study the change rule of structural inner forces in course of dismantling temporary shoring with increment method. Taking the crossover tunnel in Gu-Xuan section of Nanjing subway as an example, through 2D calculation the reasonable dismantled order of section is determined and with 3D calculation the longitudinal dismantled length is ensured. All these can serve as guide studies were done for engineering.

采用浅埋暗挖法修建的复合式衬砌隧道结构,初支受力最危险的时期是为修筑二衬而分段拆除初期支护的临时支撑的过程。本文采用结构-荷载模型,利用增量法,研究拆撑过程中结构内力的变化规律。以南京地铁鼓-玄区间渡线隧道为例,通过平面计算,确定合理的断面拆撑顺序;通过三维拆撑计算,确定合理的纵向拆撑长度,为工程实践提供理论指导。

 
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