隧道結構 的英文怎麼說

中文拼音 [suìdàojiēgòu]
隧道結構 英文
tunnel structure
  • 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） ...
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 隧道 : tunnel; tunneling; tunnelling; chunnel; drive
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. Study on prefab concrete lining technology for open trench subway tunnels

    地下鐵道明挖區間隧道結構預制技術的研究
  2. Recent years, with the full - blown development of the prestressed concrete technique, the prestressed technique with ring - like strands as the professional technique adapted to the penstock, has been applied to many civil engineering fields such as tunnels and surge shafts in civil engineering hydraulics and power engineering, containment shells of nuclear power station, industrial storage bunkers, digesters and conservation pools in municipal engineering

    近年來，隨著預應力混凝土技術的成熟化發展，環形預應力作為適應壓力管道結構形式的專業技術，廣泛應用於水利水電工程隧洞和調壓井、核電站安全殼、工業儲料倉、市政工程消化池和蓄水池等諸多領域。目前，預應力混凝土壓力管道已得到了越來越多的重視和研究。
  3. What ’ s more, this paper takes the effect of crown wall rock and mid - board foundation reinforced parametric variation on tunnel structure stress and stability into account grounded on building typical section model of i wall - rock sector

    另外，本文還通過建立類圍巖地段隧道典型斷面模型，分別考慮拱頂圍巖和中墻地基加固參數的變化對隧道結構受力和穩定性的影響。
  4. The tunnel structure itself would be an eyesore, especially with debris being deposited on the roof, creating an unsightly waterfront

    隧道結構本身頗為礙眼，尤其是垃圾會堆積在隧道頂部，有礙觀瞻。
  5. Considering that the characteristics of our country ' s highway tunnels are always of long spans, tabular and of various geometry, by means of thorough analysis of the different problems existed in the design of support structures of the tunnels at present, this paper pays special attention to the two key problems, optimization method of form selection of structural section of the tunnel as well as the stability and bearing capacity of the support structures, in the design of the long and large tunnel on high - class highway, introduces the simplified complex - form optimum method in the structure optimization theory, discusses the optimum design model of lining section of highway tunnel with satisfying demands in building clearance, ventilation and load conditions, puts forward an optimization method of form selection of three different kinds of lining sectional forms ( i. e. single - center circle, three - center tabular circle and three - center sharp circle ), establishes a complete set of systematic optimum design the ory and method of long and large tunnel on high - class highway, develops the corresponding computer software used on the planned xuefeng mountain highway tunnel on shaoyang to huaihua expressway in hunan province for optimization of form selections of the structural sections, and obtains a series of relatively reasonable structural design parameters

    本文針對我國公路隧道多為大跨度、扁平、幾何形狀呈多樣化的特點，通過深入分析目前隧道支護結構設計中存在的各種問題，抓住高等級公路長大隧道設計中隧道結構斷面的優化選型及隧道支護結構的穩定性與承載能力兩個核心問題，引入結構優化理論中的簡易復合形優化方法，深入探討了滿足建築限界、通風條件、受力狀態約束等條件下公路隧道襯砌斷面優化設計模型，提出了三種襯砌斷面形狀（單心圓、坦三心圓和尖三心圓）的優化選型方法，建立起一套完善的高等級公路長大隧道的系統優化設計理論與方法，並開發出相應的計算機程序，用於擬建的上海至瑞麗國道主幹線湖南省邵陽至懷化高速公路雪峰山長大高速公路隧道的結構斷面優化選型，得出了一系列較為合理的支護結構設計參數。
  6. This paper takes an example to show the key steps of this new technique, discusses the problems in the construction process, such as waterproof and reinforcement, and the experiences gained in the construction engineering

    通過一工程實例介紹了其實施的方法、實施效果，以及出現的問題及其補救措施和改進后的效果等，並對整環拼裝隧道結構的補強、防水處理措施等作了介紹，為類似工程的施工提供了經驗。
  7. Furthermore tunnel structure commonly is designed by analogy method. on design, often, normally in view of safe consideration, adopt the method that reduction surrounds rock classification and uses fussy construction technology. so as soon as coming, engineering investment is certainly increased and construction project time is prolonged

    且隧道結構一般按類比法設計，出於安全考慮，設計上一般採用降低圍巖類別，使用復雜的施工工藝來提高施工的安全性，這樣無形中增加了工程投資費用且延長了施工工期。
  8. 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。
  9. Abstract : in order to provide the reasonable parameters in the reliability analysis of tunnel structure and the criterion in the quality control of tunnel engineering, in this paper, the over - under - excavated values of the real - state outline of tunnel excavation are obtained by the near - field photographic method. by using mathematical statistic method, the figure features and probability distributions of the over - under - excavated values of the surrounding rock, including deferent positions of same cross section, are analyzed

    文摘:採用近景攝影的方法，從隧道開挖毛洞中獲取圍巖超欠挖數據，通過數理統計的方法，分析各類圍巖超欠挖的數字特徵及概率分佈，同時得出各類圍巖超欠挖在隧道斷面不同部位的分佈規律，為隧道結構的可靠度研究提供可靠參數，也為隧道工程質量控制提供基準
  10. With the development of railway construction in china, more and more new multiple tracks are soon put into construction. because of topography and geology limit, nevv tunnel is close to existing tunnel, which frequently results in destruct existing tunnel structure and afifected safe run. these situations disturb safe construction of new tunnel, so it is necessary to research reliable construction technology of close - spaced tunnel

    隨著我國鐵路建設事業的發展，越來越多的新建復線工程將投入建設，由於受地形地質條件等因素的限制，新建隧道與既有隧道之間設計距離較近，導致既有隧道結構破壞、影響運營安全的情況時有發生，也妨礙了新建隧道的安全施工，因此需要進行鄰近既有隧道安全施工技術的研究。
  11. Stability analysis of sand pile strengthened dock slope protection

    環境溫度作用下隧道結構變形分析
  12. Influence of fe2o3 on the tunnelling structure and magnetic properties of zinc ferrite

    3對鋅鐵氧體隧道結構和磁性能的影響
  13. Furthermore, the strength of wall rock directly influences the integral stability of tunnel structure and naturally the tunnel sections of well - formed wall rocks embrace good stress and stability

    圍巖強度的高低直接影響著隧道結構的整體穩定，圍巖條件好的隧道斷面，其受力以及穩定性都較好。
  14. Constructing the cwb as an immersed tube tunnel, without reclamation over the top of it, would result in various problems mainly associated with the fact that the tunnel structure would be above seabed level

    -以沉管隧道方式興建中環灣仔繞道，但繞道上又不進行填海的話，會引致多個問題，主要因為隧道結構在海床之上。
  15. Tunnel protective measures would be required to protect the structure from an aggressive marine transport environment and wave action. a physical barrier would be required to protect the tunnel against impact from marine vessels

    另外，必須制訂適當措施，保護隧道結構免受惡劣的海洋環境和海浪影響，同時，亦須加建屏障，避免隧道被船隻碰撞。
  16. In order to protect the natural environment of the zone adjacent to mountain of right no. 2 laoshan highway tunnel in nanjing, china, the design of shed - tunnel was adopted through economical and technical comparison

    摘要為了保護南京老山二號公路隧道右線傍山段的自然環境，採用錨噴支護與棚洞結構相結合的傍山隧道結構形式，形成互為補充的完整受力體系和邊坡防護工程，減小了刷坡范圍。
  17. At present, the difficulty of the study of tunnel include five factors, first, the unclear model, second, the indistinct criteria, third, all of the problem that we are facing being limited information, the forth, limited knowing of destruction mechanism, the fifth, much indefinites

    目前隧道結構失穩研究的困難在於失穩模型不清楚，失穩判據不明確，面對的是「數據有限」的問題，且對巖體本身的破壞機理了解有限，存在大量的不確定性。
  18. Without considering the quality of construction, the changes of operating conditions and geological condition, the reason for this is the abuse of the structure and the lining quality by the common lining platform if we consider it only on railway tunnel structure

    究其原因，僅就現行鐵路隧道結構形式來說（尚未考慮到施工質量、運營環境的變化、水文地質條件劣化等因素） ，隧道病害有兩方面值得引起人們的關注。
  19. Based on the gathered data, especially displacement data, statistically analyzing and feed back according to various empirical methods, theoretical norm and fem computation are conducted so as to grasp the rules of deformation and stress of ground and structure, assess the stability of ground and structure as well as determine reasonable support time and parameters, ultimately achieve safety without compromised safety

    根據獲取的量測信息，尤其是位移信息進行統計分析，依照各種經驗方法和極限應變準則，以及有限元計算綜合進行反饋，把握重疊隧道採用先上後下多臺階開挖工法時圍巖和隧道結構的變形和受力規律，確認圍巖和隧道結構的穩定性，確定合理的支護時機和支護參數，保證施工安全的基礎上追求經濟性。
  20. It is a frontier subject to study the effect of seismic liquefaction on subway structure. integrating into the science foundation project of liquefaction - induced deformation and anti - seismic measures for the foundation of nanjing subway in the thesis, the multiple shear mechanism model is used for the foundation of nanjing subway to simulate the behavior of the seismic liquefaction - induced deformation in sandy soil

    地震液化對地鐵隧道結構變形的影響是一個新的前沿課題，本文結合基金項目「南京市地鐵地基地震液化變形及抗震減災措施研究」 ，應用多重剪切機構塑性模型，對南京市地鐵隧道地基在地震荷載作用下進行了有效應力模擬。
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