雪山隧道 的英文怎麼說

中文拼音 [xuěshānsuìdào]
雪山隧道 英文
hsuehshan tunnel
  • 雪 : Ⅰ名詞1 （空氣中降落的白色結晶） snow 2 （姓氏） a surname Ⅱ動詞（洗掉恥辱、仇恨、冤枉等） wipe ou...
  • 山 : 名詞1 （地面形成的高聳的部分） hill; mountain 2 （形狀像山的東西） anything resembling a mountain...
  • 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） ...
  • 雪山 : snowberg; [冰] jokul; snow mountain
  • 隧道 : tunnel; tunneling; tunnelling; chunnel; drive
  1. Ascending to the crests, it reveals vistas of snowcapped peaks, descending to the jungle, it seems more like a leafy tunnel through luxuriant tropical greenery

    爬上最頂端，可眺望遠處雪封的山頂，下至叢林，看起來更像是越過茂盛的熱帶植物的綠色隧道。
  2. The result is that the probability of high tensity rockburst in the tunnel is non - existent and the probability of lowgrade and moderate tensity rockburst in the tunnel is existent

    預測結果表明，雪峰山隧道不會出現高烈度的巖爆，但某些地段可以出現級或級的巖爆。
  3. Besides, this paper adopts the random finite element method, uses geometric and physical mechanical parameters that are relevant to lining weight of surrounding rock, coefficient of lateral pressure, height or buried depth of vertical loading, elastic resistance coefficients of surrounding rock, elastic modulus of support structure, unit weight of concrete, thickness of the structure as well as torsional strength and compression strength of concrete and etc., as random variables, applies the monte - carlo method to sampling by computer, preliminarily evaluates the reliability of bearing capacity and stability of molded concrete lining of the xuefeng mountain tunnel, and obtains the related displacement of the lining, mean value and variance of internal force, and computed the reliability index of lining structures

    此外，本文採用隨機有限元方法，將圍巖容重、側壓力系數、垂直荷載高度或埋深、圍巖的彈性抗力系數、支護結構的彈性模量、混凝土容重、結構的厚度以及混凝土的抗扭與抗壓強度等與襯砌結構有關的幾何與物理力學參數作為隨機變量，應用蒙特卡洛理論進行計算機隨機取樣，對雪峰山隧道模注混凝土襯砌的承載力與穩定性的可靠度進行了初步評估，得出了襯砌的相關位移與內力的均值和方差，並計算出了相應的襯砌結構可靠指標。
  4. The xuefeng mountain highway tunnel, which is to be constructed, is the most deep - lying and longest tunnel in our country. its geological conditions are more complex, the problems of rockburst and large deformation maybe its main problems of engineering geology

    邵懷高速公路雪峰山隧道是目前我國擬建埋深最大和最長的公路隧道之一，地質條件較為復雜，巖爆問題和大變形問題是該隧道的主要工程地質問題。
  5. Associated with a project of the planned xuefengshan tunnel with 7. 6 km long during the construction of shaoyang to huaihua expressway in hunan province of shanghai to ruili national trunk highway, this paper firstly makes an introduction of the frequently - used analysis & computation methods for tunnel supporting structure. then, based on the analysis of the basic theory about the interaction mechanism of surrounding rock and support structure, a spatial computation model is made, a coupling numerical computation method with 3 - d elastic - plastic finite element and infinite element is proposed, and a comprehensive analysis has been made to the effects of the overall stability and safety of the surrounding rocks of different characteristics, different classes and under different construction methods. and thus the problem of 3 - d infinite region to which applying the general finite ca n ' t do has been resolved

    6公里的雪峰山隧道工程，首先介紹了隧道支護結構的常用分析計算方法；然後通過對隧道施工過程中，洞室穩定性與支護結構相互作用機理的深入分析，建立了隧道施工過程的空間計算模型，提出了採用三維彈塑性有限元-無限元耦合的數值計算方法，綜合分析了隧道在不同圍巖特性和圍巖類別條件下，以及不同施工開挖方案等對隧道圍巖整體穩定和安全性的影響，從而解決了通用有限元方法難以解決的隧道三維無限域問題；其可充分發揮有限元法在分析非線性方面的有效性和成熟性，以及無限元法在分析處理無限域和半無限域方面的精確性和簡便性，為隧道施工過程中圍巖的穩定性分析開辟了一條新的途徑。
  6. 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。
  7. Numeric simulation of xiefeng mountain tunnel ventilation

    雪峰山隧道通風數值模擬研究
  8. Leong, j. c., heat transfer and fluid flow in rotating cylinders with a porous sleeve, ph. d. dissertation, school of aerospace and mechanical engineering, university of oklahoma, usa, 2002, 321 pp

    梁智創、蔡建雄，國道五號北宜高速公路坪林頭城段雪山隧道通風及火災煙流電腦模擬軟體，領航資訊系統股份有限公司，技術報告， 2005 。
  9. Besides, based on the theoretical study, a corresponding coupling program with 3 - d elastic - plastic finite element and infinite element is developed. according to the above contents, the effects of stability and safety of the surrounding rocks of different characteristics, different classes and under different construction methods are analyzed, the good and bad about different construction methods under the condition of the same kind of surrounding rock are compared, and some useful conclusions are drawn

    此外，在本文理論研究的基礎上開發出相應的三維彈塑性有限元-無限元耦合計算機程序，並據此分析了雪峰山隧道在不同圍巖類別條件下，不同的施工開挖方案對其結構及圍巖穩定性和安全性的影響，比較了相同圍巖條件下各種施工方案的優劣，得出了一些有益的結論。
  10. But for trainee teacher and pinglin graduate wang kunwei the noise has been a continual annoyance since construction on the tunnel started when he was a junior high school student

    根據教育局實地測量分貝，全在合格?圍，但在坪林國中擔任實習老師的王?韋，自己還在就讀坪林國中時，他經歷了雪山隧道開挖最吵的施工期。
  11. The chimes of the bell die down, but as students at pinglin junior high school start studying in class another sound cuts through the tranquility. only 100 meters away from the classroom, the steady rumble of traffic and the noise of tannoy announcements from the hsuehshan tunnel is a constant distraction. according to the ministry of education, the noise levels throughout the campus are within legal limits

    上課鐘聲響起，不過坪林國中教室里開始讀書，但還有多了寧靜中劃過的另一個聲音；離教室不到一百公尺，經過雪山隧道的車流噪音，抽風機運轉的巨大聲響，還有不定時的廣播很容易分心。
  12. These study results can offer scientific grounds for choosing the optimum construction method in the construction of xuefengshan tunnel and other engineering of the same kind under the different conditions of surrounding rock

    這些研究成果可為雪峰山隧道及其它同類工程在不同的圍巖地質條件中，選擇最佳的施工方案提供科學的參考依據。
  13. The research results and the developed computer software in this paper can provide guiding references and be used as an auxiliary tool for the follow - up design and construction of the xuefeng mountain tunnel, and for the design and construction of other projects of the similar kind

    本研究成果和編制的計算機軟體可為雪峰山隧道后續設計與施工，以及同類工程的設計及施工提供指導性的參考和輔助設計工具。
  14. ( 6 ) the predicting of large deformation in the tunnel has been given by using of two effective measures of forecasting - geological and complex forecast method and tangential strain predicting method. the result is that the probability of large deformation in this tunnel is non - existent

    （ 6 ）運用「地質綜合分析預測」 、 「切應變預測」兩種方法對雪峰山隧道的大變形問題進行了預測，預測結果表明，雪峰山隧道不會出現大變形問題。
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