盾构法施工对环境影响的预测及控制方法研究。
The effect on the surroundings by using shield driving method to excavate is forecasted and controlled.
盾构施工法是城市地铁区间隧道施工的主要方法之一。
Shield construction method is one of the main methods of interzone tunnel construction in urban underground.
盾构隧道衬砌结构由若干管片及其间的连接螺栓组成。
The lining structure of shield tunnel is composed of several segments and joints.
人文主义理想和现实社会恶势之间的矛盾构成戏剧冲突。
Humanist ideals and reality of conflict pose dramatic conflicts between social evil potential.
盾构隧道施工和海堤相互影响成为亟待解决的关键问题。
Then the interaction between the tunnels and embankments is the key problem to be solved.
设计了一种基于压力流量复合控制的盾构推进液压系统。
A thrust hydraulic system of shield tunnelling machine integration of pressure and flow control was designed.
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。
For the construction of shield tunnel segment assembly risk, the corresponding supervision and control measures are proposed.
盾构机的主轴承寿命10000小时，盾构机可掘进约10公里。
The shield can make tunneling 10m, with 10000 hours longevity to main shaft bearing.
摘罗要：盾构机刀具配置是盾构机刀具设计中是非常重要的内容。
Abstract: : TBM(Tunnel Boring Machine) Cutting Tools Configuration is one of the most important factor during TBM cutting tool design.
该文介绍了大型下沉式盾构掘进机综合模拟试验平台的总体设计。
The article introduces the overall design of integrate simulating experimental platform of large-sized sunk shield tunneling machine.
而盾构尾刷的容易损坏且较难更换的缺点，制约了盾构长距离掘进。
But the weakness of the easy damage and difficult repaired of shield tail brush restrict the shield long advance.
隧道掘进机。盾构机止推钻孔机螺旋钻探机衬里安装设备。安全要求。
Tunnelling machines - shield machines, thrust boring machines, auger boring machines, lining erection equipment - safety requirements.
盾构法在市政工程中被广为采用，但却一直存在着运输效率低的问题。
For shield construction, a widely used method in municipal construction, the low efficiency on transportation hasalwaysbeen a problem.
为保证施工过程中隧道开挖面的稳定，必须科学确定盾构泥浆特性参数。
To ensure the tunnel face stability in construction, the mud fluid properties must be obtained scientifically.
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。
Compared with mountain tunnel and shield tunnel, the design and calculation method of immersed railway tunnel differs greatly.
试验台的建成将为我国盾构机的研制和盾构隧道工程提供关键的试验设备。
The accomplishment of the test bench has provided a key test equipment for the development of shields and shield tunneling projects.
并结合某隧道施工中选用的土压平衡盾构机，对关键参数进行了校核计算。
Combining the soil pressure balance TBM selected in certain tunnel construction, the paper makes check calculation to the key parameters.
理论分析表明，不同土质条件下盾构法隧道施工引起的土体移动模型有区别。
Theoretical analysis shows that ground movement patterns induced by shield tunneling construction for different kinds of soils will be different.
通用管片作为一种较先进的隧道衬砌形式，在盾构法隧道施工中被广泛采用。
As a sophisticated tunnel lining type, the universal segments were applied widely in the construction of shield-driven tunnel.
昨天掘进盾构到达位于长江下面的8.95公里长的第二条交通隧道通道末端。
The digging shield for the second passage of the vehicle tunnel reached the end of the 8.95-kilometer line under the Yangtze yesterday.
本文从优化盾构推进参数和同步注浆等方面，就如何控制沉降进行了初步的探讨。
This paper from the optimizing shield thrusting parameters and synchronous grouting etc. discusses how to control the subsidence.
当前困扰北京地铁建设的关键问题之一就是车站施工与区间盾构施工的工期矛盾。
Nowadays, one of the key problems beleaguering Beijing subway construction is the contradiction between station construction and space interval shield construction.
本文对地下铁道车站、地下铁道明挖区间隧道和盾构隧道的震害特点作了全面总结。
This paper comprehensively summarizes the characteristics of seismic damage to subway structure, including subway stations, cut-and-cover tunnel lines and shield tunnel lines.
根据三江口地质、环境特点，决定盾构施工法为西气东输管道通过长江的推荐方案。
The pipeline construction in west China gas transported to east China project needs pipeline crossing the Yangtze river at Sanjiangkou port.
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。
During the construction of shield tunnel, the ground around the shield has been changing all the time.
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。
With the construction of many shield tunnel projects in recent years, various construction methods for shield tunnel have been becoming mature and perfect.
超前注浆管棚支护是一种避免在软土地层或含水地层中盾构隧道开挖面失稳的有效技术。
The advanced pipe grouting is an effective technique to avoid the instability of shield-tunneling faces in soft or water-bearing ground.
超前注浆管棚支护是一种避免在软土地层或含水地层中盾构隧道开挖面失稳的有效技术。
The advanced pipe grouting is an effective technique to avoid the instability of shield-tunneling faces in soft or water-bearing ground.
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