拱形隧道 的英文怎麼說

中文拼音 [gǒngxíngsuìdào]
拱形隧道 英文
horse-shoe tunnel arch tunnel
  • 拱 : Ⅰ動詞1 （兩手相合 臂的前部上舉） cup one hand in the other before the chest 2 （環繞） encircle; ...
  • 隧 : Ⅰ名詞1. （隧道; 地道） tunnel; underground pass2. [書面語] （道路） road3. （郊外的地方） suburbsⅡ動詞[書面語] （旋轉） turn
  • 道 : Ⅰ名詞（道路） road; way; route; path 2 （水流通過的途徑） channel; course 3 （方向; 方法; 道理） ...
  • 拱形 : arcuation; arch; arched拱形板樁 arched type piling bar （鋼材）; 拱形大樑 arched girder; 拱形涵（...
  • 隧道 : tunnel; tunneling; tunnelling; chunnel; drive
  1. And then the features of the tunnel deformation failure in various rocks are discussed by the breakdown test on single - arch model

    進而對單拱模型進行了破壞試驗，探討了不同圍巖隧道的變形破壞特點。
  2. Finally we set up three - dimensional space model to simulate the space effect during tunnel construction, analyze the transaction between the left runnel and the right tunnel, and also analyze the deformation and stability of mid - partition

    最後建立了三維空間模型，對連拱隧道開挖時的空間效應、左右洞的相互影響，以及中隔墻的變形和穩定性進行了模擬分析。
  3. Through analyzing all kinds of construction methods of building metro station under shield driven method in many countries, this paper studies the construction technique ( method ) of building metro station under shield driven method, taking in guangzhou no. 3 metro line, and linhe xilu station as the actual object. according to station class, function and topography and geology, the station schemes of twin - bore tunnel ( island ), firstly, three parallel tunnels ( island ), tri - bore tunnel ( island or side ) and four parallel tunnels ( island or side ) are proposed. secondly, the shape and main parameters of station structure on two schemes are analyzed with load - structure mode, for different overburden depth of tunnel and lining thickness, etc. thirdly, the construction process is simulated in 2d fem.,

    根據建站的規模、使用功能及站位地形地質條件，提出了兩連拱結構島式站臺車站、三條平行隧道島式站臺車站、三連拱結構島式和側式站臺車站以及四條平行隧道島式和側式站臺車站方案；採用荷載?結構模式，對四種方案的主體結構的形式和重要參數進行分析研究，分不同的埋深、襯砌結構厚度和拱形結構的拱跨比進行了多組數值計算；採用平面有限元方法對四種車站結構的開挖施作過程進行了模擬分析。
  4. Transmission characters of electric magnetic wave in arch tunnel

    半圓拱形隧道中電磁波的傳播特性
  5. The dark cedars on either side of the gravelled drive met in an arch overheed, turning the long avenus into a dim tunnel

    鋪滿碎石子的馬道兩旁，黝黑的雪松在頭頂形成拱頂，把長長的林蔭道變成幽暗的隧道。
  6. Due to the special relief in narrow mountainous zone, as well as the high cost of and the difficulty in applying separate tunnel line, twin - arch tunnel is adopted

    在山區狹窄地帶等特殊地形條件下，採用分離式隧道線路較為困難且造價高昂，於是產生了雙連拱隧道形式。
  7. Treatment for deformation of the cofferdam in yangliangan continuous arch tunnel

    楊干連拱隧道圍巖變形治理技術
  8. The treatment for deformation of the surrounding rock in yanggan continuous arch tunnel

    楊干連拱隧道圍巖變形治理技術
  9. The middle wall of a double - linked - arch tunnel is the key component of the structure ; it also has a great influence on waterproof and drainage of the tunnel, so it is very important to select the proper from of the middle wall

    摘要雙連拱隧道的中墻是結構受力的關鍵構件，又對隧道防排水有較大影響，因此，合理選用中墻形式至關重要。
  10. Site monitoring and analysis reseach on surrounding rock deformation of a biased double - arch tunnel

    偏壓連拱隧道圍巖變形的現場監測與分析研究
  11. In this paper the different middle wall ' s mechanical behavior on different rock mass has been simulated by establishing the three - dimensional finite - element model of the shallow double - linked - arch tunnel, and the basic loading law of the middle wall is obtained, then the proper form of middle wall under different rock mass during constructing the shallow double - linked - arch tunnel is given, which offers foundation for the design of middle wall in double - linked - arch tunnel

    通過建立雙連拱隧道的三維有限元模型，模擬了不同圍巖級別條件下淺埋雙連拱隧道不同中墻形式的力學行為，得出了中墻的基本受力規律，提出了不同圍巖級別條件下修建淺埋雙連拱隧道所採用的合理中墻形式，為雙連拱隧道的中墻設計提供依據。
  12. For short tunnel diffilut to lay wire, it was a kind of effective means to adopt the form of unite arch tunnel. and now unite arch tunnels have been constructed in many highways

    對于那些布線困難的短地段，採用聯拱隧道形式，是一種解決工程問題的有效手段，現已在許多高速公路上修建了聯拱隧道。
  13. Then we simulate the common excavating methods of double - arc tunnel respectively, analyze the stress and strain of wall rock and support structure of each method, and recommend the best excavating method to construct double - arc tunnel in wall rocks of ii. then we analyze the " three headings method " in detail, and also simulate the effect of construction factor, stress releasing coefficient and secondary lining

    對實際工程中最常用的三種開挖方法分別進行了施工模擬，分析了它們各自的圍巖和支護的受力變形規律，經比較后，得出了三導洞法是類圍巖中修建連拱隧道的較好開挖方法的結論。
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