隧道監控測量 的英文怎麼說

中文拼音 [suìdàojiānkòngcèliáng]
隧道監控測量 英文
tunnel monitoring measurement
  • 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） ...
  • 監 : 監名詞1. （古代官府名） an imperial office 2. （姓氏） a surname
  • 控 : 動詞1 （告發;控告） accuse; charge 2 （控制） control; dominate 3 （使容器口兒朝下 讓裏面的液體慢...
  • 測 : 動詞1. （測量） survey; fathom; measure 2. （測度; 推測） conjecture; infer
  • 量 : 量動1. （度量） measure 2. （估量） estimate; size up
  • 隧道 : tunnel; tunneling; tunnelling; chunnel; drive
  • 監控 : supervisory control; monitor; control監控程序 monitor routine; 監控器 monitor unit; 監控室 [工業]...
  • 測量 : measure; survey; gauge; meter; measurement; measuring; surveying; mensuration; metering; gauging;...
  1. Aiming at the present design fashion of domestic bigger tunnel, simulating a bigger tunnel with catholic characteristic, confirming the parameters of traffic inducement and controlling ( tunnel length, traffic, the selection and location of detection equipments, amount of roadway indicative lamp, etc ) on the base of the analog tunnel, discussing the controlling and revulsive mode of tunnel. briefly discussing the constitution of tunnel surveillance and controlling system and the executive means of traffic controlling and inducement subsystem and network structure of tunnel controlling system. finally discussing the conformation of emulational tunnel ' s database and detailed executive program by programming the computer emulation of controlling induce subsystem

    論文圍繞「交通誘導與控制」這一中心展開，探討長大隧道交通誘導與控制設備及其控制誘導方式；結合國內外對交通流模型研究的成果，提出一套適合長大隧道交通流特點的交通流模型；並針對目前國內長大隧道的普遍設計方式，模擬一個帶有普遍性特徵的長大隧道，確定了關于交通誘導與控制方面的參數（隧道長度、交通量、檢測設備的選取和位置、車道指示燈的數目等） ；以此模擬隧道為基礎，進一步探討隧道的具體控制與誘導方式；簡要探討隧道監控系統的構成、交通控制與誘導子系統的實現方式，隧道控制系統的網路架構；最後通過編程實現控制與誘導子系統的計算機模擬，討論關于模擬隧道數據庫的構建，具體編程實現等。
  2. ( 2 ) taking the geology analysis as main way and combining the pre - test, predicating the tunnel ' s main geology condition ( rock quality, surrounding rock classification, long - wide joint, fault, ground water, crustal stress ), and predicating the main potential disaster ( collapse, breaking water, rockburst, large deformation ) ( 3 ) employing the stress test result and inverse analysis of the stress field, finding out the crustal stress " s distributing rule along the tunnel axes section : the highest crustal stress is 24mpa near the deepest spot, and predicting that the k2 + 260 ~ k3 + 000 likely to be the high crustal stress segment for this tunnel

    通過地質分析、類比分析、監控量測、數值模擬、神經網路等方法，對鷓鴣山隧道潛在的主要地質災害（塌方、涌水、巖爆和大變形）進行了預測預報（ 3 ）在現場地應力測試成果的基礎上，運用數值計算進行應力場反演，基本查明了沿隧道軸線剖面的地應力分佈規律：地應力量級在最大埋深附近達到最大值24mpa ，並預測k2 + 260 k3 + 000段將很可能成為鷓鴣山隧道的高地應力段。 （ 4 ）塌方往往與斷層破碎帶及千枚巖相聯系。
  3. Based on yulingguan twin - arch tunnel, the author regards the structural design of tunnel as relatively reasonable by virtue of analyzing the results of tunnel field monitoring measurement, while some aspects of tunnel construction still remain to be improved

    本文以昱嶺關連拱隧道為研究背景，通過對隧道現場監控量測結果分析，認為隧道結構設計較為合理，而隧道施工中存在一些需要改進的方面。
  4. On the basis of the practice on work of extra - insufficient control and the subsidence of vault and the earth ' s surface, cases of engineering surveying techniques applied in the construction supervision in tunnels are discussed

    摘要通過超欠挖控制、拱頂下沉、地表下沉的工程實踐，討論在隧道施工監控量測中工程測量技術的應用情況。
  5. Based on the practical characteristics of large span and duplex arch of xipuling tunnel, this paper expounds the workings of regression analysis and the analytical method of monitoring and surveying data in the construction of tunnels

    摘要基於西圃嶺隧道大跨度、雙連拱的實際特點，闡述了隧道施工過程中監控量測數據的回歸分析原理及分析方法。
  6. Analysis on in - situ measurement of biased pressure section of double - arched fuxi tunnel

    富溪連拱隧道偏壓段現場監控量測分析
  7. Finally, the special emphasis is laid upon the construction operation process of leigongshan tunnel. furthermore, analysis of results from monitoring measurement and its guide to construction operation is briefed. in addition, the bad situation in the construction process is commented

    最後扼要介紹了雷公山隧道的施工方法和過程，重點闡述了監控量測結果的分析及其在施工中的指導作用，並對施工中發生的不良現象進行了評述。
  8. Special emphasis is laid upon the construction operation process of flat tunnels with outsized span at even shallow depth, meanwhile, how to build large span flat tunnel is briefed in this article. measures taken to reduce vibrations caused by explosion in driving tunnel and surface subsidence and methods of monitoring and surveying in the course of construction are detailed in this article

    本文扼要介紹了大跨扁平隧道的施工方法，重點闡述了特大跨超淺埋扁平隧道的施工工藝過程，對爆破振動和地表沉降的控制方法，以及施工監控量測的過程和方法，並通過對量測結果的分析，說明監控量測對施工的指導作用，並對圍巖穩定性進行了一些簡要分析。
  9. And then according to every process of tunnel construction, simulated analysis is carried out. by combining with monitoring and instrumentation of surround rock periphery displacement and the face of land to sink, surround rock with spray laminating force, surround rock body internal displacement, anchor rod axle force and protect and lining build strength, we have carried out scientific analysis and synthesis judgement of the stability of tunnel wall rock and the security of timbering structure

    然後，根據隧道施工的各個工序進行模擬分析，並結合對圍巖周邊位移、地表下沉、圍巖與噴層壓力、圍巖體內部位移、錨桿軸力、支護及襯砌強度進行的量測與監控，對量測結果作出了科學分析，從而對隧道圍巖的穩定性和支護結構的安全性做出了綜合評判。
  10. According to the result of monitoringmeasurement and the test data of surrounding rock pressure, primary supportstress and structure internal force, analyzed the law of soft rock deformationin the extremely high ground - stress portion of baozhen tunnel, and adjusted therelevant construction parameter, that insured construction safety

    根據現場監控量測結果和對圍巖壓力、初支應力、結構內力的測試數據，分析了堡鎮隧道極高地應力段軟巖大變形的規律，及時調整相應施工參數，確保了施工安全。
  11. Technological scheme design for monitoring and measuring of tunnel groups

    隧道群監控量測技術方案設計
  12. Deformation monitoring and control measures of sijiaotian tunnel

    雲南大保路四角田隧道圍巖變形監控量測及控制措施
  13. 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
  14. The swelling is the secondary reason for large deformation. by the elasticity - plastic fem analysis and the flow deformation analysis through inspecting system to the rock ii3, getting that the total deformation is within the quantity set aside

    通過對鷓鴣山隧道_ 3圍巖變形性狀進行彈塑性有限元數值計算並利用監控量測資料進行軟巖流變分析，得出其總變形在預留變形量之內。
  15. At present, local monitoring measurement, dynamic design and dynamic construction have become a kind of developmental trend in the design and construct of tunnel and underground engineering

    現場監控量測，動態設計，信息化施工已經成為當前隧道及其地下工程設計和建設的發展方向。
  16. 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。
  17. The process and methods of monitoring measurement in the course of construction are detailed the measuring data analyzed and treated are studied. besides the forecast and calculate of tunnel surrounding rock stably displacement are deeply researched, and according to the uncertainty of geotechnical engineering, grey verhulst model is put forward to forecast tunnel surrounding rock displacement based on optimizing gm ( 1, 1 ) model

    介紹了隧道施工監控量測的過程和方法，對量測數據的處理技術與分析方法進行了研究，深入地研究了隧道圍巖穩定位移的預測預報，並針對巖土工程的不確定性，在優化gm （ 1 ， 1 ）模型的基礎上，提出了用灰色verhulst模型預測隧道圍巖位移。
  18. 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） 。
  19. Special attention should be paid to the flat tunnel with outsized span at shallow depth. apart from some common surveys, it is quite necessary to survey initial support stress, which is conducive to directly and accurately understanding changes of stress in surrounding rock and can provide helpful guidelines for governing tunnel construction in an importantly practical way

    施工中必須進行監控量測，淺埋特大跨隧道施工除需進行常規項目量測外，必須進行初期支護應力量測，這樣可準確、直觀了解圍巖應力變化情況，對指導隧道施工、預防險情有著非常重要的現實意義。
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