Shield Tunnel. Segment. Metro. Field test. Model test. Designing Load.
盾构隧道。管片。地下铁道。现场试验。模型试验。设计荷载。
The lining structure of shield tunnel is composed of several segments and joints.
盾构隧道衬砌结构由若干管片及其间的连接螺栓组成。
The reinforce concrete segment used in shield tunnel has some inherent shortcomings.
盾构法施工中长期采用的钢筋混凝土管片存在一些固有缺点。
Stability of excavation face is a key problem to shield tunnel construction technology.
开挖面的稳定性是盾构隧道施工技术的关键。
During the construction of shield tunnel, the ground around the shield has been changing all the time.
盾构法隧道施工过程中，盾构附近一定范围内的土体始终处于不断变化的状态之中。
Caulking waterproofing is the last defense line of the entire waterproofing measures in shield tunnel.
嵌缝防水是盾构法隧道防水的最后一道防线。
The practical methods of internal force calculation for shield tunnel segments are summarily introduced.
介绍了盾构隧道管片衬砌内力计算的方法。
Shield tunnel is an attractive excavation method in the construction of municipal underground engineering.
盾构法隧道施工在城市地下工程建设中有着广泛的应用前景。
The results show that the grouting parameters are key factors influencing the deformation of shield tunnel.
研究表明，注浆参数是影响盾构推进变形的主要因素。
There are many factors that affect the internal forces and displacement of the shield tunnel segment lining.
盾构隧道管片衬砌的内力及变形受多种因素的影响。
The earth pressure balance shield is the main method of constructing the shield tunnel in the soft soil area.
土压平衡盾构是软土地区地铁隧道施工的主要方法之一。
Some suggestions were given to design and construction of hydro-expansive rubber sealing cushion in the shield tunnel.
同时，为盾构隧道衬砌接缝遇水膨胀橡胶密封垫防水的设计、施工提出几点建议。
As a traditional method of shield tunnel segment designing, the free displacement ring method is safe but conservative.
自由变形圆环法作为盾构隧道管片衬砌设计的传统方法，其计算结果虽安全但偏于保守。
Shanghai Yangtze tunnel is the largest diameter and longest once-driving distance shield tunnel in the world until now.
上海长江隧道的直径和一次连续掘进距离迄今均为世界之最。
The proposed method provides a scientific and reliable means for the risk assessment of shield tunnel construction cost.
该方法为盾构隧道施工成本的风险评估提供了一种科学和可靠的手段。
For the construction of shield tunnel segment assembly risk, the corresponding supervision and control measures are proposed.
针对盾构法施工隧道管片拼装风险，提出相应的监理控制措施。
Compared with mountain tunnel and shield tunnel, the design and calculation method of immersed railway tunnel differs greatly.
铁路沉管隧道的设计与计算方法，与山岭隧道、盾构隧道相比有很大差异。
The foam of shield tunnel is development, the prevention and cure of shield tunnel in Guangzhou is given based on the experiments.
开发研制出适合盾构用的气泡剂，在室内试验的基础上，提出了广州地铁盾构隧道工程施工中防治闭塞的土体改良方案。
How to control the subsidence of the airport runways and how to ensure the safety of the construction of shield tunnel is the key.
如何控制飞行区跑道的沉陷，保证盾构隧道施工的安全，是盾构隧道下穿跑道设计的关键。
The measurement and guidance system, serving as the "eyes" of shield machine, now plays a vital role in shield tunnel construction.
测量导向系统作为盾构机的“眼睛”，在盾构施工中起着至关重要的作用。
RC segments are the basic structure units in shield tunnel, and their bearing capacity influences the segment rings integral performance.
钢筋混凝土管片作为盾构隧道最基本的结构单元，其承载力影响管片环的整体性能。
Finally, the reinforcing method of the shield tunnel structure and the surrounding stratum is given to guarantee the structure stability.
最后，探讨了盾构隧道结构和周边地层的加固方案，以保证结构稳定性。
The interspaces of shield tail is a main reason for the deformation of soil mass and adjacent structures owing to shield tunnel construction.
盾尾空隙的存在是盾构法隧道施工引起土体变形的重要原因．而土体的变形又会对邻近结构产生影响。
The relation of shield tunnel and the designing tunnel is stated from the Angle of shield machine production and attitude control of the duct piece.
从盾构机制造及盾构施工隧道管片姿态控制的角度讲述了盾构隧道与设计线路隧道的关系。
The paper can provide valuable preference to reinforcement design of the segment structure and security appraisal of segment lining for the shield tunnel.
本文段结构加固设计和盾构隧道管片衬砌结构的安全评价提供了宝贵的喜好。
With the construction of many shield tunnel projects in recent years, various construction methods for shield tunnel have been becoming mature and perfect.
随着近年来大量盾构隧道工程的兴建，盾构隧道各项施工技术也逐步趋于成熟和完善。
And the results show that it is necessary to take account of anisotropy of layered soil effect in the seismic analysis of shield tunnel system in layered soil.
结果表明，在层状土体-地铁区间隧道的抗震分析中考虑土体各向异性的影响是必要的，所提出的计算模型是可行的。
And the results show that it is necessary to take account of anisotropy of layered soil effect in the seismic analysis of shield tunnel system in layered soil.
结果表明，在层状土体-地铁区间隧道的抗震分析中考虑土体各向异性的影响是必要的，所提出的计算模型是可行的。
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