水下隧道 的英文怎麼說

中文拼音 [shuǐxiàsuìdào]
水下隧道 英文
immersed tunnel
  • : 名詞1 (由兩個氫原子和一個氧原子結合而成的液體) water 2 (河流) river 3 (指江、河、湖、海、洋...
  • : 下動詞1. (用在動詞后,表示由高處到低處) 2. (用在動詞后, 表示有空間, 能容納) 3. (用在動詞后, 表示動作的完成或結果)
  • : 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
  • : 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) ...
  • 隧道 : tunnel; tunneling; tunnelling; chunnel; drive
  1. 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

    條裝地結構如、各種埋設管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,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
  2. ( 8 ) as for the runnel which is located at a karst zone with a high water level, external water load is the main one, and rock pressure is secondary

    門)在巖溶富頭較大時,外荷載是襯砌結構的主要荷載,圍巖壓力相對來說是次要荷載。
  3. With the development of the technology to build tunnels with sunken tubes in china, more and more subaquatic tumiels are built with sunken tubes and construction of the tubes in dry - docks is one of the important factors for building subaquatic tunnels with sunken tubes

    摘要隨著我國沉管法修建技術的發展,越來越多的水下隧道採用沉管法施工,而干塢是沉管修建的重要因素之一。
  4. Application of artificial freezing method in xuanwu lake subaqueous highway tunnel construction

    人工凍結法在玄武湖交通的應用方案
  5. In this paper, the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation, taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing, from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7. 5m in height for track traffic 20m below the surface. this paper, taking considerations of three different states, i. e. the natural state without any artificial interference, the state of high - rise buildings on the surface, and the underground tunnel state with excavation for track traffic, and four plane lines and four vertical lines, analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph, displacement distribution graph ( ux, uy ) and chromatogram graph of stress isoline ( 1, 2, xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1, 2, xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1, 2, xy ) of the same plane and vertical lines under different states, wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future

    本文結合重慶市大渡口區「三木花園」開發建設項目,從地空間靜力結構穩定性分析角度出發,針對在該項目中涉及的高層和多層建築物以及在其地20米處開挖了一個用於軌交通的跨度6米,高7 . 5米的地這一具體工程情況,採用2d - 3d -有限元結構分析程序對高層與多層建築物的地基基礎及其與城市軌交通使用的地圍巖的應力與位移演變規律進行了有限元數值分析計算,探索了地空間圍巖與高層或多層建築物地基基礎之間的相互影響,通過考慮未受到任何人為擾動影響的天然狀態、地表存在多層或高層建築物狀態和地開挖用於軌交通的地狀態等三種不同狀態以及4個平剖線和4個垂直剖線等不同情況,從以幾個方面具體分析研究了計算斷面的應力與位移分佈規律: ( 1 )在各種不同狀態計算斷面的主應力矢量圖、位移分布圖( ux 、 uy )以及應力等值線色譜圖( _ 1 、 _ 2 、 _ ( xy ) )等; ( 2 )相同狀態不同平與垂直剖線的應力_ 1 、 _ 2和_ ( xy )對比分佈曲線; ( 3 )不同狀態相同平或垂直剖線的應力_ 1 、 _ 2和_ ( xy )的對比分佈曲線等,為今後在對地空間的開發利用以及在高層建築物地開挖硐室時的工程設計和工程施工提供參考依據。
  6. It is suitable for inspection of all kinds of wells, water towers, civil defenses, slope, undergrounds, tunnels, civilian construction, industrial building ect, as the fixed climbing - up and down ladder

    適用於各類檢查進、塔、人防工程,邊坡地鐵,民用建築,工業建築等作固定上梯。
  7. And some ancillary equipment such as : dosing units, feeding systems etc., they allow to operate in the most different job - site conditions : from large tunnels to small caverns and mining, from swimming pools construction to large channels maintenance

    另外還有一些輔助設備,如測量設備,上料設備等。該類機器被廣泛使用到礦山鐵公路電工程巖土工程地建築地鐵和市政基礎設施建設中。
  8. Obtain these chief research achievements. ( 1 ) the method of hydraulic fracturing, kaiser effect experiment and the finite element numerical simulation computation results, the direction of maximum horizontal principal stress intersect the small - angle of tunnel axial line, it is favorable to the stability of tunnel peripheral rock ; according to the test rust of field stress - relief method, at the present time, zhe gu mount tunnel have n ' t access to high crustal stress site, maximum principal stress magnitude is 17mpa ~ 20mpa

    主要獲得以研究成果: ( 1 )綜合壓致裂法、室內巖石kaiser效應試驗和有限元數值模擬計算研究成果,最大平主應力方向與洞軸線小角度相交,對圍巖穩定性有利;根據現場應力解除法測試結果,目前鷓鴣山尚未進入高地應力段,最大主應力量級為17mpa 20mpa 。
  9. Wwf hong kong is greatly disappointed by the decision of the environmental protection department to approve the kcrc s sheung shui to lok ma chau spur line environmental impact assessment report. we found the adverse impacts incurred by the spur line project to be environmentally unacceptable, and the eia report failing to meet the requirements of the technical memorandum for the eia process under the eia ordinance because of the following reasons

    世界自然香港基金會簡稱世界自然基金會對環保署批準九廣鐵路的上至落馬洲支線高架橋方案環境影響評估報告稱環評報告深表失望,認為支線工程會造成不可接受的環境影響,而且環評報告亦未能符合環境影響評估程序的技術備忘錄的要求,因為:
  10. Used to component joint water - proof, building distortion seam, construction seam and metal, concrete etc seam water - proof, for example, tunnel, substructure etc underground seam water - proof construction

    適用於裝配式結構構件砌接縫防,建築物變形縫、施工縫用和金屬、混凝土等各類預製件的接縫防,例如:、人防、基礎工程等地工程的接縫防
  11. This paper deals with seismic analysis of an immersed tunnel using the travelling wave method the objective of the analysis is to obtain the maximum stresses in the tunnel body and the relative displacements at the joints for design purpose in analysis , the axial and transverse input waves are treated as two independent waves with different amplitudes and periods the method has been found to have the advantages of simplicity and clearness in physical concepts however , reasonableness of the prediction by the method depends largely on the input data , such as the wave amplitude , the wave length , the propergation speed of the travelling wave as well as the reaction coefficient of the ground thus , determination of the input data is discussed in detail finally , the method is applied to analysis of huangsha - fangcun immersed tunnel across the pearl river in guangzhou

    將行波法應用到剛度較大、分段較多的沉管的地震分析中,提出把軸向、橫向兩個輸入波處理為兩個獨立的行波的方法行波法是否符合實際,與輸入地震波的有關參數及地基系數選取有很大關系,作者對此進行了比較深入的討論,使輸入參數的選取簡單、明確,便於對計算結果進行分析與判斷最後應用此法對珠江水下隧道的工程實例進行了計算
  12. 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

    歌樂山位於渝懷線引入段重慶市沙坪壩區團結村至井口村之間,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,有大量泉和暗河出口,並修建有多個中小型庫、大量池塘和井。
  13. Metro and underwater tunnel in the united states

    對美國幾個城市地鐵和水下隧道的觀感
  14. An overview of research on reasonable cover thickness for underwater tunnel by drill - blasting method

    水下隧道鉆爆法施工合理覆蓋層厚度的研究評述
  15. 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

    研究沉管在地震條件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,為該的抗震設計提供依據
  16. The waterproof of the storage, underground grage, bridge, tnnel and subway

    池、地車庫、橋梁、、地鐵、污池室外游泳池、堤壩等防
  17. 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(青年路-漢西段)裁彎取直,西與南泥灣大相接,形成與長江、漢平行的順江交通系統;該路貫穿王家墩商務核心區,與地鐵出入站、地停車庫以及高層建築地層相銜接,形成綜合地空間;靠近漢西路段以路塹形式與南泥灣大相接,在空間上使西部居住區形成整體。
  18. Chengdu longquan reixing engineering materials plant set product development, manufacturing and marketing its products and services into one, through the introduction, absorption, development and production of innovative self - drilling bolt grouting hollow products and exclusive ancillary machinery widely used in underground engineering ( traffic tunnel, hydraulic tunnels, mine roadway road and the various uses of anchorage support ) geotechnical engineering ( slope, dike rocks, the deep excavation anchorage support ) repair reinforcement project ( tunnels, dikes, dams, housing construction )

    成都龍泉瑞鑫工程材料廠集產品開發、生產製造及產品銷售與服務於一體,通過引進、吸收、開發、創新生產的自鉆式中空注漿錨桿系列產品及專用配套機械廣泛應用於地工程(交通,礦山巷和各類用途的錨固支護)巖土工程(邊坡,堤巖,深基坑的錨固支護)修復加固工程(,海堤,大壩,房屋建築) 。
  19. Means any place in which, by virtue of its enclosed nature, there arises a reasonably foreseeable specified risk, and without limiting the generality of the foregoing, includes any chamber, tank, vat, pit, well, sewer, tunnel, pipe, flue, boiler, pressure receiver, hatch, caisson, shaft or silo in which such risk arises

    指任何被圍封的地方,而基於其被圍封的性質,會產生可合理預見的指明危險,在不局限於這個一般性的原則, 「密閉空間」包括任何會產生該等危險的密室、貯槽、桶、坑槽、井、污渠、、喉管、煙、鍋爐、壓力受器、艙口、沉箱、豎井或筒倉。
  20. The most important task object of all in the process of tunnel construction is karst groundwater. without investigating thoroughly basic condition and dealing appropriately with drainage problems, enormous economic loss would be occurred with hazards to tunnel construction

    巖溶地施工建設過程中最主要的工作對象,如果未能搞清楚巖溶地的基本情況,解決好排問題,將會給施工帶來嚴重危害,造成重大的經濟損失。
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