新隧道法 的英文怎麼說

中文拼音 [xīnsuìdàofǎ]
新隧道法 英文
new austrian tunnelling method （natm）
  • 新 : Ⅰ形容詞1 （剛出現的或剛經驗到的） new; fresh; novel; up to date 2 （沒有用過的） unused; new 3 （...
  • 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） ...
  • 法 : Ⅰ名詞1 （由國家制定或認可的行為規則的總稱） law 2 （方法; 方式） way; method; mode; means 3 （標...
  • 隧道 : tunnel; tunneling; tunnelling; chunnel; drive
  1. It is also necessary to reconsider station functional arrangements, such as passenger mobility, and the locations of the passenger agent s office, station management office, and electric and mechanical room. all of these factors must be carefully assessed, since side platforms are to be constructed using the mf method

    （七）旅運量與營運模式之探討，由於車站如以多圓形潛盾隧道工法施作，其月臺型式將為側式月臺，對旅客動線及相關站務人員、機房之安排需重新考量。
  2. 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。
  3. The paper describes the application of various construction methods in new maomaoying tunnel in the end

    論文最後討論了各種工法在新貓貓營隧道洞口段施工中的應用。
  4. Traditional mining method and natm ( new austrian tunneling method ) in mountain tunnel construction are researched in theory system, mechanical concept, designation principle and actually use. according to contrast and analysis of the usage of these two ways in construction slide, the whole process handle slide in the way of natm are deeply discussed to different kind of slide type

    對山嶺隧道施工中的傳統礦山法和新奧法在理論體系、力學概念、設計原理、實際應用等方面進行了探討，對比和分析了這兩種方法在施工坍塌方中的處理應用，並針對不同塌方類型，深入地探討了用新奧法的思路處理塌方的過程。
  5. Secondly, in view of the limitation and shortage of traditional simulation of finite element approaches for bolt, a new composite grouted bolt element including nonlinear contacting relation will be built based on the above study of the mechanics mechanism of fully grouted bolt. then, an elastic - plastic finite element program will be developed for the analyses of tunnel stability, in which the composite grouted bolt element and nonlinear finite element analysis method will be used ; the patterns and the affect of main design parameters on the support effect of bolt will be analysed using the program, and conclusions of guidance importance for tunnel support design will be drawn. finally, simulation compution for the excavation and support of a highway tunnel will be made out using the above production, and the method of application of the program will be discussed ; analysis of the deformation, stress and distribution of plastic range will be done, and rational support plan will be worked out, which is of guidance importance for tunnel support design and the thery and technique of fully grouted bolt used in tunneling will be perfected further

    首先，本文在綜合分析隧道穩定性影響因素及失穩破壞模式的基礎上，對全長粘結式砂漿錨桿作用力學機理進行了深入研究，為全長粘結式砂漿錨桿的有限元模擬分析奠定了基礎;其次，針對傳統錨桿有限元模擬方法的局限性與不足，在上述全長粘結式砂漿錨桿作用力學機理研究基礎上，建立出能反映界面非線性粘結的新型復合砂漿錨桿有限單元模型;然後，運用上述復合砂漿錨桿單元模型，引進非線性有限元分析手段，開發了隧道支護穩定性分析的有限元程序，並就全長粘結式砂漿錨桿的型式與設計參數對支護效果的影響進行了深入探討，得到了對隧道支護設計具有指導意義的結論;最後，運用本文研究成果對某公路隧道工程實例進行了開挖與支護的模擬計算，探討了其應用方法，並就隧道變形與應力及塑性區分佈規律進行了分析，從而提出了合理的支護方案，為隧道支護設計提供了參考依據，完善了隧道全長粘結式砂漿錨桿支護的理論與方法。
  6. Construction technology of twin arch - tunnel by natm

    雙聯拱隧道新奧法施工技術研究
  7. Monitoring and survey of tunnel natm on the yuxiang highway

    渝湘高速公路隧道新奧法施工監控量測
  8. Firstly, the environment harm of the waste rock is studied ; secondly, we research the physics and mechanics property of the waste rock of the dabagou tunnel and get the physics and mechanics property index of waste rock ; thirdly, after comminuting the waste rock and compounding concrete as coarse aggregate, we make the comparison between it and the songshan stone in the fuxin building market at present, it proves to possess extension application value ; fourthly, on the foundation of it, we utilize waste rock as coarse aggregate to compound high strength concrete, steel fiber high strength concrete, polymer cement concrete, asphalt concrete by uniform design and research their mechanics property index by experiment

    首先闡述了排矸石對環境產生的危害，其次對大巴溝隧道排矸石的物理力學性質進行了試驗研究，獲得了排矸石的物理力學性能指標。將排矸石粉碎后，作為粗骨料配製成混凝土，與目前阜新建築市場上所用的松山石子進行比較，證明其具有推廣應用價值。在此基礎上，利用均勻設計法，將排矸石作為粗骨料配製成高強混凝土，鋼纖維高強混凝土，聚合物水泥混凝土，瀝青混凝土，通過試驗測定其力學指標，獲得了各種排矸石混凝土的優化方程和最佳配合比。
  9. This thesis pass through the laser delimitation instrument and the geological radar instrument means, to tunnel initial stages support and secondary structure. at past the research of tunnel lining thickness depend on opening dig figure, don " t consider the effect of tunnel lining inner figure. adopting the integrate method of the laser delimitation instrument and the geological radar could most exact reflect the change rule of tunnel lining thickness, but also could do lots unbroken examination, have very important for summing - up the rule of tunnel lining thickness change, and have very amplitude extend value

    本文通過激光限界儀和地質雷達綜合方法，對新建高速公路隧道初期支護和二次襯砌混凝土內輪廓和厚度進行了檢測，對襯砌厚度的分佈規律以往的研究中，多以開挖和襯砌的輪廓變化為依據，並未考慮襯砌內輪廓的影響，而採用激光斷面輪廓限界儀和地質雷達綜合方法能較為準確的反應襯砌厚度的變化規律，並且能夠無破損的做大量的檢測工作，為總結混凝土厚度的規律有很大作用，並有極大的推廣價值。
  10. Based on the analysis of in - situ monitoring data and the numerical simulation of the deformation of sheng - hong - qing tunnel along wujiu railway, it is testified that using back fill along riverside to prevent the creep is reasonable

    摘要通過對武九客運專線盛洪卿隧道施工現場監測資料的研究，結合數值分析論證了該隧道河側採取回填反壓變更設計的科學性，並探討了隧道施工監測的新方法。
  11. The 390 - meter baiyingshan tunnel is constructed with the application of theory of natm

    摘要白銀山隧道全長390m ，採用新奧法原理施工。
  12. For this reason, this paper proposes the construction plan of expanding building metro station combined with natm ( new australia tunnel method ) on the base, of shield driven internal tunnel that has been built

    為此，提出了在已經建成的區間隧道基礎上，結合新奧法進行擴挖而形成地鐵車站的施工方案。
  13. Seepage analysis in new austria tunneling method with compressed air

    壓氣新奧法隧道施工中的滲流分析
  14. For multi - granularity application, both a lambda - group model used in traffic grooming and a new intelligent switching fabric based on the new model were presented. the optical switching fabric presented a distinctive approach of dividing granularities into specific tunnels for effective optical treatment. in addition, two key dynamic algorithm modules of configuration for granularity separation in the control layer were discussed. simulation results show that the method of particular channel partition can greatly improve the average channel quality and the blocking performance along every optical path for dynamic connection requests

    針對多粒度應用，開發了一種用於流量疏導的波群模型，並引入一種基於此模型的新型智能交換結構.該光交換結構提供了獨特的區分粒度到相應隧道進行有效處理的方法.此外，還討論了控制層粒度分離時採用的兩個關鍵的動態演算法模塊.模擬結果顯示這種特殊的通道分離方法有效提高了處理動態連接請求時每個光路徑的平均信號通道質量和阻塞性能
  15. New austrian tunneling method combined with field monitoring measurement are employed in the currently - built twin - arch tunnels to conduct dynamic design and information construction, which brings about fruitful economic and social benefits

    目前建成的各類雙連拱隧道，採用新奧法設計施工，結合現場的監控量測，進行動態設計，信息化施工，產生了很好的經濟和社會效益。
  16. Under the direction of elastic - plastic statics theory, transient dynamics theory and structure mechanics theory, the means of numerical analyse is adopted in this thesis to study the security of existing tunnel. the thesis studies the contents as follovvs : ( 1 ) the bias pressure, vvhich is caused by the digging of new tunnel, deflects and deforms the lining of existing tunnel. the effect degree relates to tunnel space, construction method, topography and round rock

    本文用數值分析的手段，對既有隧道的安全性進行了彈塑性靜力分析、瞬態動力學分析和結構力學分析，如下： （ 1 ） 、新建隧道的開挖對既有隧道造成偏壓影響，使得既有隧道發生偏轉和變形，從而對隧道襯砌產生不良後果，其影響程度與隧道間距、施工方法、地形和圍巖狀況有關。
  17. Each of such bodies as tunnel lining, road way and road surface floorslab has only one inspection face, and the shock echo method has become a new technique for detecting thickness and defects

    摘要隧道襯砌、路道、路面樓板等只有一個檢測面，沖擊回波法成為新的厚度及缺陷檢測方法。
  18. The unsteady. flow theory is used for calculate air flow velocity and one - dimension unsteady convection - diffusion model is used for calculate pollutant concentration ( called unsteady theory model in general, utm ), and a new tunnel control method based on utm and neural network model is developed

    本文首次採用更符合實際情況的隧道氣流?維非恆定流理論和污染物濃度?維非恆定對流擴散模型（統稱非恆定流理論模型）進行隧道通風控制方法的研究，並提出了一套基於非恆定流理論和神經網路模型的新的隧道通風控制方法。
  19. With the development of tunnel support design theory, new austrian tunneling method has become representation of modern support theory. especially, because of the application of local monitoring measurement and its combining with theory analysis, new austrian tunneling method has developed into a new design method - local monitoring method ( observational method ) adapting to the characteristic of underground project and current technique degree

    隨著隧道支護設計理論不斷發展，新奧法成為現代支護理論的典型代表，尤其是現場監控量測的應用，並與理論分析結合，發展為一種適應地下工程特點的和當前技術水平的新的設計方法?現場監控設計方法（信息化設計方法） 。
  20. In home and aboard case history, it had mainly depended on the experience of technical staff concerned quite a long time ; the development in areas of geo - techniques and measurement technique, database management technology and computer - aided design technology etc has pushed tunneling into " observational method ( hereinafter referred to as om ) era "

    在中外隧道建設歷史上，很長一段時期主要依賴工程技術人員的工程經驗；新奧法誕生以來巖土理論及量測技術、數據庫管理技術、計算機輔助設計等方面的發展，使隧道施工跨入了「信息化」時代。
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