隧道襯砌 的英文怎麼說

中文拼音 [suìdàochènqì]
隧道襯砌 英文
lining of tunnel
  • 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） ...
  • 襯 : Ⅰ動詞1 （在裏面托上一層） line; place sth underneath 2 （陪襯; 襯托） set off Ⅱ名詞（襯在裏面的附...
  • 砌 : 砌Ⅰ動詞（用磚、石等壘） build by laying bricks or stones Ⅱ名詞（臺階） step
  • 隧道 : tunnel; tunneling; tunnelling; chunnel; drive
  1. In order to detect the bottom thickness, cavity, leak and deformation of steel meshes in secondary lining of concrete in tunnel construction, the authors evaluate the wave character and the detected result in the second lining of the tunnel using surveying radar technology and conclude the wave character in the tunnel lining which has mass defect and tested the accuracy and reliability of this technique

    摘要為檢明隧道混凝土二次襯砌中的底界厚度、空洞、漏水、鋼筋網變形等質量問題，利用探地雷達技術，通過對檢測方法及工程檢測實驗的研究，進行隧道二次襯砌中雷達波形特徵參數及檢測結果評價，總結了隧道襯砌質量問題的雷達波形特徵，驗證檢測方法的精度和可靠性。
  2. Through tunnel model test, the action law of external water load on secondary lining with a grouting loop is obtained

    根據隧道模型試驗理論，通過室內模型試驗得出了有注漿堵水圈的隧道襯砌結構外水荷載的作用規律。
  3. As for non - destructive inspection of t railway tunnel lining quality, the two principal indices are strength and depth of lining, of which the latter will only be investigated in this paper

    隧道襯砌質量檢測的最主要的兩個指標是強度和厚度，本文只討論厚度的無損檢測。
  4. With an analysis of soil liquefaction potential for free field of nanjing metro line 1 under 7 degree earthquake, as well as for excavated field, in line with railway engineering anti - earthquake design specification, dynamic triaxial tests and theoretical analysis using efficient stress method, the author comes to the conclusion that, when metro plate is located at layer s and the layer is thick, liquefied area is at metro bottom plate ; in some local section liquefied area is at metro top plate, or arch sides at the top of metro in most places

    摘要採用鐵路工程抗震設計規范、動三軸試驗及有效應力的理論分析相結合的方法，對南京地鐵南北線（ 1號線）區間隧道開挖后其地基土在7度地震情況下的土層液化情況進行分析得出：當隧道底板坐落在5層且5層較厚時的液化區出現在隧道襯砌底板處；局部地段液化區出現在隧道頂部及拱腰；大部分地段的液化區出現在隧道頂板上方。
  5. Based on newmark ' s step - by - step implicit integration method, the response analyses of a tunnel are performed by using viscous - spring artificial boundary under various earthquake accelerations and multiform conditions of surround rock. the seismic responses of the tunnel are calculated by changing parameters of surround rock within the tunnel some ranges. two kinds of shock absorption measures, which are setting shock layer and reinforcing surround rock are studied and shock absorption effects, applicable to cases and shock mechanism are analyze

    4計算了不同地震動作用下不同的圍巖材料對隧道地震反應的影響，並通過改變隧道襯砌一定范圍內圍巖材料的參數，計算了隧道的地震反應，分析了在隧道施工中設置減震層和注漿加固一定范圍內圍巖這兩種方法的減震效果、適用條件及其減震機理。
  6. Application theory of enhanced wave in tunnel ram testing by ground penetrating radar

    相干波理論在地質雷達隧道襯砌檢測中的應用
  7. Factors affecting joint stiffness of shield tunnel lining

    影響盾構隧道襯砌接頭剛度的因素
  8. Abstract : this paper uses the supersonics wave inspecting method for judging the damage degree of fire hazard tunnel lining, and puts forward the correlation of concrete supersonics wave speed with relative physics and mechanical properties through test, and gives evaluation and suggestion about conventional supersonics wave inspecting method used in fire hazard tunnel

    文摘:將超聲波檢測法應用於隧道火災后的初砌損傷評定，通過試驗研究給出了砼超聲波速與砼有關物理力學性能的關系，並對超聲波檢測常規方法在隧道襯砌火損后的應用給出了評價。
  9. Study on tunnel lining service - life prediction

    隧道襯砌結構耐久壽命預測研究
  10. Distress detection and treatment scheme for road tunnel : a case study

    公路隧道襯砌裂損病害檢測與治理對策
  11. Technique of backfilling grouting into back of double - arched tunnel lining

    雙連拱隧道襯砌後背回填注漿技術
  12. Analysis on affecting factors of deformation of conjunction bolts in shield - tunneling

    盾構隧道襯砌連接螺栓變形的影響因素分析
  13. 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。
  14. The study lies in following aspects : 1 ) a great number of experiments on sfrc are carried out to obtain the basic data of sfrc energy properties, which are the fundamental parts of further study. 2 ) a probability analysis based on statistical theory is done to all the experiment data. in the end, energy criterion for sfrc associated with security criterion are calculated and listed for future use

    本文主要針對鋼纖維噴射混凝土在單層隧道襯砌中的應用進行了研究，內容包括以下幾個方面： 1 ）進行了大量的鋼纖維混凝土標準試件試驗，試驗的成果和數據為研究鋼纖維混凝土的能量特徵提供了事實依據和參考； 2 ）運用概率統計方法對鋼纖維混凝土的指標進行了可靠性分析，得出了實際可以接受的保證率下的鋼纖維混凝土能量指標； 3 ）通過合理的假設和簡化，研究了鋼纖維混凝土構件在破壞過程中的能量耗散機理。
  15. ( 6 ) according to test result and data, combined with water and geological feature of railway tunnel surrounding rock, a suggested table of decrease coefficient about external water load on railway tunnel lining structure is put forward

    （ 6 ）根據試驗結果和數據，結合鐵路隧道圍巖水文地質特徵、地下水影響情況以及其他行業有關資料，初步提出了鐵路隧道襯砌結構外水荷載折減系數建議表。
  16. The results of the studies show that the size, length, and scope of tunnel lining crack can be identify by infrared thermography images

    經實地檢測高雄市西子灣隧道和高雄縣大關山隧道，發現隧道襯砌之孔洞與裂縫部位，其紅外線熱影像溫度差異變化大於沒有孔洞裂縫之襯砌。
  17. ( 2 ) if the tunnel is constructed by blasting method, the shock vave from blasting endangers the safety and stabilization of existing tunnel structure

    （ 2 ） 、對于鄰近隧道礦山法施工，開挖爆破產生的沖擊波會危及既有隧道襯砌結構安全及穩定。
  18. Application of carbon fiber cloth in lining crack repair of road tunnel

    碳纖維布在公路隧道襯砌裂縫治理中的應用
  19. In - site studies are carried out at the kaohsiung hiziwan tunnel and the daguan mountain tunnel to evaluate the quality of tunnel lining

    研究結果顯示隧道襯砌之裂縫、空洞等瑕疵，透過紅外線探測與比對色階，可判斷出其位置、大小與范圍。
  20. The platform can not only get rid of vertical joints lying in construction of railway tunnel, but also decrease the effects of lining construction on mucking and transportation. thereby it can advance construction velocity and guarantee the quality of lining

    該臺車不僅能消除目前鐵路隧道施工中存在的施工縱縫，特別是能減少襯砌施工對裝碴運輸的影響，從而提高施工速度，保證隧道襯砌質量。
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