隧道施工研究 的英文怎麼說

中文拼音 [suìdàoshīgōngyánjiū]
隧道施工研究 英文
tunnelling research
  • 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） ...
  • 施 : Ⅰ動詞1 （實行; 施展） execute; carry out 2 （給予） exert; impose 3 （施捨） give; hand out; best...
  • 工 : Ⅰ名詞1 （工人和工人階級） worker; workman; the working class 2 （工作; 生產勞動） work; labour 3 ...
  • 研 : 研同 「硯」
  • 究 : Ⅰ動詞（仔細推求; 追查） study carefully; go into; investigate Ⅱ副詞[書面語] （到底; 究竟） actually; really; after all
  • 隧道 : tunnel; tunneling; tunnelling; chunnel; drive
  • 施工 : be in the process of construction; be under construction; build; construction
  • 研究 : 1. （探求） study; research 2. （考慮或商討） consider; discuss; deliberate
  1. The study on high performance alkali - slag cement used in tunnel invert

    高性能堿礦渣水泥應用於隧道仰拱施工研究
  2. A study on construction technology of double - arch tunnel in loess

    黃土連拱隧道施工技術研究
  3. First, on the base of investigating geleshan geologic environments, the author carefully analyzes them, studies their water storage structure, discusses the relationship of underground water dynamic changes and tunnel drainage by desiccation ; secondly, the author makes the dynamic analysis, regression analysis, routine hydrochemistry analysis, isotope analysis, so draws to guan - yin gorge anticlire east and west slot ' s karst developing features, alternated conditions underground water and supplying drain ways ; thirdly, by stating the fissuring ' s surveying data, the author calculates the seeping tensor

    作者在進行歌樂山地質環境調查的基礎上，仔細分析了大量觀測資料，研究其儲水構造，掌握地下水動態變化與隧道施工涌水的關系，及補給受降雨的影響情況。對隧道周圍的地下水進行動態分析、回歸分析、常規水化學分析以及同位素分析，得出觀音峽背斜東西翼槽谷的巖溶發育特徵，及地下水的循環交替條件、補給排泄途徑；統計分析裂隙測量數據，計算滲透張量。
  4. Based on yulingguan twin - arch tunnel, the author regards the structural design of tunnel as relatively reasonable by virtue of analyzing the results of tunnel field monitoring measurement, while some aspects of tunnel construction still remain to be improved

    本文以昱嶺關連拱隧道為研究背景，通過對隧道現場監控量測結果分析，認為隧道結構設計較為合理，而隧道施工中存在一些需要改進的方面。
  5. Study on navigability during the construction of yangtze river immersed tunnel in nanjing

    南京長江水底隧道施工期通航問題研究
  6. Application of new short - term forecast technology in exceptional long tunnel construction

    短期預報新技術在特長隧道施工中的應用研究
  7. Firstly, the author has researches on basic engineering properties of soil layers in tunneling construction, especially in the relationship between the changes of matric suction ( negative pore water pressure ) and soil strength data. the results have obviously shown on the control of soil strength to matric suction in the different suction

    首先對地鐵隧道施工中環境土層基本工程性質進行了研究，著重研究了基質吸力（負孔隙水壓力）的變化和土的強度參數的關系，研究結果表明：在不同的吸力狀態下，土的強度都不同，土的強度明顯地受吸力控制。
  8. The construction technology of twin - arch tunnel under the condition of large span, low - burying and soft surrounding rock is fully discussed and deeply studied in engineering analogy methed in the paper. with the study subject of huangmeishan tunnel of maanshan - wuhu expressway

    本論文以黃梅山隧道為研究對象，採用工程類比方法，系統對大跨、淺埋、軟弱圍巖條件下的雙連拱隧道施工技術進行了全面的探討和深入研究。
  9. The dissertation detailedly explains the engineering geology conditions of zhe gu mount tunnel area, and has researched the crustal stress development process and the regulation of distribution. according to mounts of site tracing investigations, author has researched the formation mechanism of wall rocks at zhe gu mount tunnel. on the base of engineer geology analysis, applying the modern support theory and construction conception of underground engineer, and combining with modern monitor technique and numerical simulation, has researched and discussed about support, forecast and information design - construct etc. three phase on large deformation " prevention

    本文詳細闡明了鷓鴣山隧道區工程地質條件，對隧道區地應力場演化過程及分佈規律進行了研究；基於大量的施工現場跟蹤調研，研究了鷓鴣山隧道圍巖大變形的形成機制；在工程地質分析的基礎上，運用地下工程現代支護理論和施工理念，結合現代監測技術和數值模擬方法，從大變形的支護、預測、信息化設計施工三個方面對大變形的防治進行了探討。
  10. Tunnel construction technique in complex conditions

    復雜條件下的隧道施工技術研究
  11. Comparison and study of construction methods of fu longping double - decked tunnel in nanshan of lanzhou

    蘭州南山伏龍坪雙層隧道施工方案比選與研究
  12. Combining the study characteristic and the current construction method of the bi - arch tunnel in domastic and aboard, the paper deeply study the three heading construction method and the benching tunneling construction method

    結合目前國內外對雙連拱隧道的研究特點以及國內外對雙連拱隧道施工方法的現狀，本文針對三導坑法和上下臺階法進行了較為深入的研究工作。
  13. Based on the analysis of in - situ monitoring data and the numerical simulation of the deformation of sheng - hong - qing tunnel along wujiu railway, it is testified that using back fill along riverside to prevent the creep is reasonable

    摘要通過對武九客運專線盛洪卿隧道施工現場監測資料的研究，結合數值分析論證了該隧道河側採取回填反壓變更設計的科學性，並探討了隧道施工監測的新方法。
  14. With the rapid development of the state highway construction, it becomes more and more important for the study of stability of peripheral surrounding rock and its forced condition of the structure during construction of railway or highway tunnels, especially of those long or extra - long tunnels

    隨著我國高速公路建設的高速發展，鐵路、公路隧道，特別是長大和特長隧道施工過程中洞室周邊圍巖的穩定性與結構受力狀態的研究日益顯得重要。
  15. ( 8 ) through the practice and the study on the zhegu - mountain tunnel, having set up the highway - tunnel ' s construction geology prediction system systematically

    （ 8 ）通過鷓鴣山隧道施工地質預報實踐與研究，初步建立了公路隧道施工地質預報系統。
  16. This thesis gets forecasting ground settlement of sk3 + 355 section of shenzhen metro da ~ ke running tunnel after it is completed 6 months, also gets forecasting ground settlement of sk3 + 395 section after it is completed 15 months. finally, the model test data are compared with the site measurement data

    本論文通過多個模型試驗的研究，得到了深圳地鐵大~科區間里程sk3 + 355斷面在隧道竣工后6個月內地表固結沉降的預測值，也得到了sk3 + 395斷面三孔三線隧道施工引起的沉降和隧道竣工后15個月內地表固結沉降的預測值。
  17. The process and methods of monitoring measurement in the course of construction are detailed the measuring data analyzed and treated are studied. besides the forecast and calculate of tunnel surrounding rock stably displacement are deeply researched, and according to the uncertainty of geotechnical engineering, grey verhulst model is put forward to forecast tunnel surrounding rock displacement based on optimizing gm ( 1, 1 ) model

    介紹了隧道施工監控量測的過程和方法，對量測數據的處理技術與分析方法進行了研究，深入地研究了隧道圍巖穩定位移的預測預報，並針對巖土工程的不確定性，在優化gm （ 1 ， 1 ）模型的基礎上，提出了用灰色verhulst模型預測隧道圍巖位移。
  18. On the basis of thorough analysis tunnel surrounding rock ' s stability, bad situation appear in the tunnel construction are probed into, meanwhile, the reason are analyzed and precautionary measure and the ways to solve the problem are provided

    在綜合分析隧道圍巖穩定性的基礎上，對隧道施工中出現的各種不良現象進行了研究，分析了問題產生的原因，提出了預防措施及解決辦法。
  19. Study on influence of metro tunnel excavation on buried pipelines

    城市地鐵隧道施工對管線的影響研究
  20. In view of complex and unfavorable surface conditions over the station tunnel, such as house buildings and city roads both of which ca n ' t resist severe shocks or vibrations, it necessitates as small vibrations as possible induced in tunnel construction process and a strict requirement for the surface subsidence amount

    地表處情況復雜，多為抗震性能差的樓房和交通幹道公路路面，對爆破振動和地表沉降要求嚴格。因此，該項技術研究成功將使我國隧道施工技術上升到一個新臺階，達到國際領先水平。
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