tunnel form 中文意思是什麼
tunnel form
解釋
隧道模板-
The entire hzmb is a 35km dual 3 - lane carriageway in the form of bridge - cum - tunnel structure comprising the 29km zhujiang section from the landing point at gongbei of zhuhai and a prola of macao to the boundary of the hksar, and the 6km hong kong section from the boundary of hksar to the landing point at san shek wan of lantau island. the project includes
整條港珠澳大橋分為珠江和香港兩段，珠江段長約29公里，從位於珠海拱北和澳門明珠的大橋陸點至香港特別行政區區界，而長約6公里的香港段則由香港特區區界至位於香港大嶼山石灣的香港側陸點，工程范圍包括： - -
Water invasion bursten out during the railway - tunnel construction is usually the mainly problem in constructing or operating, also which brings surface water to exhaustion and pollutes environment or effects ecology, etc. the geleshan tunnel which crosses through guan - yin gorge anticline which trend is near south north, is located between tuanjie village and jingkou village of the shapingba zone, chongqing city, which is belongs to the inducting segment of yu - huai railway. the guan - yin gorge anticline appears to ridge and slot interlacing in land form, and is composed of clastic rock and carbonate rock from jurassic xintiangou group to triassic
歌樂山隧道位於渝懷線引入段重慶市沙坪壩區團結村至井口村之間，隧道穿越近南北向的觀音峽背斜，地貌上表現為脊、槽相間，觀音峽背斜由侏羅系新田溝組至三疊系下統碎屑巖和碳酸鹽巖組成，歌樂山頂大部分出露可溶巖地層，地表巖溶發育，有大量泉水和暗河出口，並修建有多個中小型水庫、大量池塘和水井。 -
This paper deals with seismic response of a tunnel - soil system immersed tunnel ， as an underground structure ， must be compatible with the deformation of the surrounding soil thus the simplified model for a tunnel - soil system is established through two steps at the first step ， an mdof system is developed for modeling the foundation soil to this end ， dynamic behavior of the foundation soil is analyzed a typical section of the foundation soil simplified as a single mass - spring system on the basis of some equivalent criteria those mass are linked longitudinally by elastic springs to form an mdof system at the second step ， the tunnel is treated as a beam on elastic foundation ; that is ， the tunnel is connected with the soil massed to form a tunnel - soil system this model has been applied to the seismic analysis of huangsha fangcun immersed tunnel across the pearl river in guangzhou design recommendation is proposed on the basis of this analysis
研究沉管隧道在地震條件下整體受力的分析方法分兩步建立計算模型第一步通過分析場地地基土切片的動力特性，根據等效原則將其化為等效單質點體系，然後在縱向用等效彈簧連接而成為多質點體系的地基土計算模型；第二步將隧道看作彈性地基梁與上述多質點體系通過等效彈簧連結而得到土隧道體系的計算模型本文結合廣州黃沙芳村珠江水下隧道工程實例建立了具體的計算模型並對多種不同的約束條件，進行了縱向與橫向地震響應時程分析，為該隧道的抗震設計提供依據 -
The straight transverse axis shall be parallel with the present crooked jianshe avenue ( qingnian road - hanxi section ), connect to nanniwan avenue in the west and form the along - river traffic system parallel to yangtze river and hanjiang river ; the road shall pass through the core of wangjiadun cbd, connect with entry and exit of subway station, underground parking lot and basements of high - rise buildings, to form the comprehensive underground space ; the road section close to hanxi shall be connected to the tunnel of nanniwan avenue via through cut, therefore integrating the western residential zone in space
橫軸對建設大道（青年路-漢西段）裁彎取直，西與南泥灣大道相接，形成與長江、漢水平行的順江交通系統；該道路貫穿王家墩商務核心區，與地鐵出入站、地下停車庫以及高層建築地下層相銜接，形成綜合地下空間；靠近漢西路段以路塹形式與南泥灣大道隧道相接，在空間上使西部居住區形成整體。 -
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。 -
According to the comparison of many alternatives, the repair scheme of the releasing tunnel adopted the alternative of installing temporary sealing gate to form dry land construction conditions so that the repair scheme has been completed smoothly
泄空洞修復工程，經多種方案比較，最終優選水下安裝臨時封水閘門，形成旱地施工條件，完成了檢修工程。 -
Several quantum dots form a coupled - quantum - dot system when they close up and couple to each other by tunnel coupling
幾個量子點在空間上相互靠近並發生耦合效應就形成了耦合量子點體系。 -
Construct the cwb along the alignment of the existing airport railway in tunnel form is not feasible as no additional loading is allowed on this tunnel
沿現有機場鐵路定線興建中環灣仔繞道以隧道形式興建並不可行，因為這條隧道不能承受額外的負荷。 -
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。 -
The construction of the multiple - arch tunnel is deeply related to the form of center partition, the tunnel ' s section and excavation method etc. the change regularities of stress field caused by excavation are studied by 4 multiple - arch unlined tunnel model tests. the difference in lining for various multiple - arch sections is analyzed and the mechanics characteristics of center partition is discussed. then, a reasonable construction method for multiple - arch tunnel and a better section are put forward
通過4個連拱模型試驗，研究了連拱毛洞開挖引起的應力場變化規律，對不同的連拱斷面的襯砌受力差異進行了深入的分析，同時對中隔墻的受力特點也作了探討，提出了合理的連拱隧道構築方法及優化斷面圖。 -
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。 -
Since the cwb within criii will be built in the form of a tunnel, it is important to avoid sharp curves and maintain the minimum sight distance for driving safety considerations
由於該工程范圍內的中環灣仔繞道將以隧道方式興建，為了行車安全，避免該繞道出現急彎和保持最低視距是非常重要的。 -
The design codes for the road tunnel longitudinal ventilation control system form a standardized and practical design flow and platform
本文建立的公路隧道縱向通風控制系統設計準則，可操作性強，為公路隧道縱向通風模糊控制系統的設計提供了規范化、實用化的流程和平臺。 -
Firstly in the paper the research of hydraulic characters and the optimize of structure have being carried out on the four bigger design schemes of permanent internal dissipation discharge tunnel reconstructed from the right bank ' s diversion tunnel of gongboxia power station with a method of theoretical analysis combined with test comparisons. on this basis, two form swirling flow internal dissipation schemes, vertical and horizontal axis are recommended to the construction unit of the station as the schemes to be selected next
本文採取理論分析與試驗比較相結合的方法，首先對黃河公伯峽水電站右岸導流洞改建為永久式內消能泄洪洞的四個較大設計方案進行了水力特性的試驗研究與體型優化，在此基礎上，向建設單位分別提供了豎井旋流內消能的推薦方案與水平旋流內消能的推薦方案。
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