控制超大盾构工作井的变形和结构受力状态是跨江跨海盾构隧道工程设计和施工的技术难点。
It is a technical difficulty to control the deformation and the stress condition of the structure of large-scale shield shaft in over-river shield tunnel project.
介绍盾构始发井基坑的施工监测结果及分析。
Monitoring and Analysis of a Deep Circular Excavation in Small Diameter;
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