隧道設計 的英文怎麼說

中文拼音 [suìdàoshèjì]
隧道設計 英文
tunnel design
  • 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） ...
  • 設 : Ⅰ動詞1 （設立; 布置） set up; establish; found 2 （籌劃） work out : 設計陷害 plot a frame up; fr...
  • 計 : Ⅰ動詞1 （計算） count; compute; calculate; number 2 （設想; 打算） plan; plot Ⅱ名詞1 （測量或計算...
  • 隧道 : tunnel; tunneling; tunnelling; chunnel; drive
  • 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
  1. In view of the natural conditions in loess area of gansu, in the light of investigation conditions of seepage of built loess and weak rock highway tunnels in this area and classification of water gushing conditions for railway tunnels, and by engineering analogism, the classification of tunnel water gushing types suited the structure design of highway tunnel waterproof and drainage, and the three methods for checking and subdividing water gushing types are presented

    摘要針對甘肅黃土區的自然條件，依據該地區已建黃土及軟巖公路隧道滲漏水調查情況和鐵路隨道涌水狀態分類，運用工程類比法提出適合該地區公路隧道防排水結構設計的隧道涌水類型劃分及對涌水類型校核與細分的三種方法。
  2. The controlling parameters for smooth blasting in qin - ling zhongnanshan tunnel project are optimized according to the fundamental principle of smooth blasting, considering the minimal resistance, coefficient of embrasure density, coefficient of non - coupling, density of dynamite and rate of exploding. the efficiency of this method has been analyzed and justified by the high speed and good quality of the project

    根據光面爆破的基本原理，從最小抵抗線、爆眼密集系數、不耦合系數、線裝藥密度、爆破進尺等幾個方面確定秦嶺終南山隧道光面爆破主要參數的選取，分析了該隧道鉆爆設計在隧道施工中的運用取得的成效，提高了施工進度，同時也保證了施工質量。
  3. Strip - shape underground structures such as the tunnels and tubes for various uses can be treated as a beam on elastic foundation under earthquake condition ， although there exists soil - structure interaction ， the foundation soil vibration is dominant in other words ， analysis of earthquake response of the soil is essential to this end ， simplified models ， ( i. e equivalent mass system models based on some equivalence criteria ) are proposed ， instead of a general 3 - d continuum model in this study ， equivalence criteria are proposed and the simplified models are compared the single - mass - string model is proved to be valid and therefore applied to the analysis of earthquake response of the pearl river immersed tunnel

    條裝地下結構如隧道、各種埋設管道等一般可看作彈性地基梁進行靜力及動力分析在地震條件下，結構與土相互作用，但土的振動成為主要因素為分析土的地震響應需把基土這一三維連續體作簡化處理，簡化成為等效多質點模型本文著重探討這種簡化模型的建立方法，推導等效方程，通過幾種簡化體系的分析比較，論證單質點串體系的合理性，並將其應用到廣州黃沙芳村珠江水下隧道工程的地震響應分析，為抗震設計提供依據
  4. At first, on the basis of analyzing the structure of the freeway monitoring system, the paper puts forward systematic network structure ; secondly, it has analysed the composition and function of the montoring software. because this section of road conditions of freeway is very complicated, and there are a lot of tunnels along the freeway, in addition, the weather of some freeway sections is fogy. the system is divided into three subsystems in the function : the freeway section controlling, the fogy district controlling and the tunnel controlling ; thirdly, the main software of the freeway monitoring system is analysed and designed in the dissertation ; at last, the structure of procedure and user ' s interface are given, and the monitoring software of the freeway is implemented

    本文先從高速公路監控系統的體系結構入手，提出了系統的網路結構；其次，分析了監控軟體的組成和功能。由於該段高速公路路況復雜，沿線有多個隧道，部分路段還為霧區天氣。所以該系統從功能上劃分為三個子系統：路段監控、霧區監控和隧道監控；然後，對高速公路監控系統的部分軟體進行的分析和設計；最後，實現了高速公路監控系統的部分軟體，給出了主要的程序結構和用戶界面。
  5. Design and research on the laboratorial tunnel local monitoring and control system

    隧道現場實驗監控系統的設計與研究
  6. A ll buildings have facades which are interactive at ground level. primary road crossings are pedestrian crossings at grade at both northern corners of the site, supported with all - weather bridges between adjoining buildings. facilities and land uses stimulating activities throughout the day, evening and weekends are called for

    放棄大廈的地下通道或隧道設計，所有大廈于海傍交替屹立，行人道由添馬艦的北面起，通過全天候長廊通道于大廈穿梭，有關設施及土地空間將可支援一切于該地不論早晚及假期所進行的活動。
  7. But the base of tunnel is not regarded in tunnel design, which cause tunnel disease

    我國鐵路隧道設計中普遍存在「重拱輕底」的思想，由於基底結構薄弱而引起的隧道病害問題嚴重。
  8. Code for design on tunnel of railway

    鐵路隧道設計規范
  9. 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。
  10. Taking the design of sanfangwan tunnel in pingchuang to hanshui section of 202 provincial road of sichuan for example, the key points of the design for the shallow - buried highway tunnel are expounded

    摘要以四川202省道平昌涵水段三房灣隧道的設計為例，闡述了該淺埋公路隧道設計的要點。
  11. By analyzing the relation between the train passing capacity and tunnel length as well as tunnel slopes the upper and lower limits for installing mechanical ventilation in railway double track tunnel have been determined, which provides science foundations for the formulation the ventilation design norm for railway double track tunnels in operation

    通過對列車通過能力與隧道長度和坡度關系的進一步研究，得出了內燃牽引雙線鐵路隧道設置機械通風的上、下界限，為雙線鐵路隧道運營通風設計規范的制訂提供了科學依據。
  12. Discussion to some question in the design of long railway tunnels

    鐵路長大隧道設計中若干問題的探討
  13. Code for design of road tunnel

    公路隧道設計規范
  14. Some experiences on guangzhou metro are summed up and some suggestions on the present design of shield driven tunnel are put forward

    總結了廣州盾構隧道設計中的成功經驗，並對當前盾構隧道設計中有關問題提出了建議。
  15. There are disparities between the standard drawing used in home and abroad after surveying and studying the actuality of the tunnel design

    通過調研國內外隧道設計現狀發現，我國隧道設計中採用的標準圖與國外相比存在差距。
  16. On the base of introduction of highway tunnel areal geology condition and unite tunnel design, the programme of unite arch tunnel construction is theoretically calculated and analyzed

    在介紹高速公路隧道區域地質情況及聯拱隧道設計的基礎上，對聯拱隧道的施工方案從理論上進行了計算分析。
  17. The stability of lining structure and rock of tunnels should consider the action of external load. however, there is no theoritical basis for all this at present time

    按「控制排水」原則來設計隧道防排水，隧道襯砌結構受力和圍巖穩定性影響宜考慮外水荷載的作用，然而現行隧道設計規范尚沒有這方面的理論和依據。
  18. In accordance with railway tunnel design criteria, by using ansys fem program, a comparative analysis of lining structure static behavior is carried out, which is considered both with external water load and without it

    利用鐵路隧道設計規范有關規定和計算方法，用ansys有限元計算軟體，分考慮外水荷載和不計兩種情況對襯砌結構的靜力受力特徵進行比較分析。
  19. Abstract : it is necessary for design to define the effects of train loads on nanjing yangtze river immersed tubular tunnel which is planning in the high speed railway line from beijing to shanghai

    文摘:擬定中的京滬高速鐵路南京長江沉管隧道，設計中需確定列車荷載的影響。
  20. The design of tunnel lining structure is related with the drainage and waterproofing system, lining structure shape, the permeability coefficient of grouting loop and so on, which should be carried out through special research and calculation. it is inappropriate by adopting present standard drawing briefly. ( 9 ) with the action of external

    本論文提出的以堵為主「控制排水」原則和考慮外水荷載作用的鐵路隧道襯砌結構設計等定性原則和定量方法，盡管是初步的、探討性的，但這些原則和方法本身對改進和完善我國現有鐵路隧道襯砌結構設計方法，提高我國隧道設計水平具有重要意義。
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