片语

tunnel lining mvery singleine隧道衬砌机

tunnel segment lining隧道装配式衬砌结构

tunnel secondary lining隧道二次衬砌

integral tunnel lining整体式衬砌

tunnel concrete lining隧道混凝土衬砌

tunnel railway lining铁路隧道衬砌

Calculation of Tunnel without Lining无衬砌计算

tunnel-lining quality inspection隧道衬砌质量检测

英汉例句

• the conclusions obtained provide theoretic basis for fire resistance analysis and design of tunnel lining structures and the evaluation after fire.

  这些结论为隧道衬砌结构抗火分析、设计以及火灾后的评价等提供了理论依据。

• as for hydraulic tunnel lining concrete, thermal stress is one of important factors that cause concrete cracks, due to the heat of hydration of cement in the construction period.

  对于水工隧洞衬砌混凝土，在施工期由于水泥水化热作用，温度应力影响显着，是产生混凝土结构裂缝的重要原因之一。

• tunnel lining commonly is curve wall, and the load is complex, so load effect at each section of tunnel lining is not easily obtained.

  隧道衬砌通常是曲线壁，和负载是复杂的，所以加载在每个边的隧道衬砌的影响是不容易得到的。

• do research on tunnel lining with no seepage and no leakage.

  隧道不渗不漏衬砌施工技术研究。

• the paper did research on the thickness, depth, different spacing steel, and other bugs in the second concrete lining, through the model experiment of gpr in the highway tunnel lining detection.

  本文通过地质雷达公路隧道衬砌检测的模型试验，研究了地质雷达检测二衬混凝土厚度、二衬中的不同深度，不同间距钢筋以及衬砌模型中的缺陷。

• it has been shown that posture deviation(leading of a side)of lining rings is right the cause of continuous joint dislocation of tunnel lining with plan joint segments.

  证明衬砌环的姿态偏差（侧超前）是引发常用平端面衬砌环隧道出现连续错台的直接原因。

• the design types of tunnel lining include loading structure method and stratum structure method.

  隧道衬砌结构计算方法有荷载结构法和地层结构法。

• reasonable section of super-span road tunnel was selected, the reasonable tunnel lining section was obtained.

  对超大跨公路隧道断面型式进行比选，得出较为合理的隧道衬砌断面；

• with high temperature and quick increase of temperature, the tunnel fire may do a heavy damage to tunnel lining and reduce the reliability of the structural system.

  由于隧道火灾温度高，升温速度快，会对衬砌结构造成严重的损坏，并影响衬砌结构体系的可靠性。

• then, the divide standard of damage grade and the enduring fire limit time of the tunnel lining caused by fire accident are discussed.

  在此基础上提出了隧道衬砌火灾损伤等级的划分标準与耐火极限时间。

• in combination with repair demand model, the cost and benefit are evaluated, and effective maintenance scheme for tunnel lining is chosen.

  结合维修需求预测模型，通过维修成本效益的评估，对隧道衬砌维修方案进行了比选；

• the objective of this research is to make the quality evaluation of tunnel lining by using infrared thermography.

  本研究系探讨以红外线热图象分析技术来评估隧道衬砌之质量。