隧道工程學 的英文怎麼說

中文拼音 [suìdàogōngchéngxué]
隧道工程學 英文
tunnel engineering
  • 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） ...
  • 工 : Ⅰ名詞1 （工人和工人階級） worker; workman; the working class 2 （工作; 生產勞動） work; labour 3 ...
  • 程 : 名詞1 （規章; 法式） rule; regulation 2 （進度; 程序） order; procedure 3 （路途; 一段路） journe...
  • 學 : Ⅰ動詞1 （學習） study; learn 2 （模仿） imitate; mimic Ⅱ名詞1 （學問） learning; knowledge 2 （學...
  • 隧道 : tunnel; tunneling; tunnelling; chunnel; drive
  1. H. m. jang, 1998, a theoretical model for the ventilation system of fu - de tunnel, 22nd national conference on theoretical and applied mechanics, r. o. c

    張鴻明， 1998 ，公路隧道通風系數效應-圖解法，中國機械工程學會第十五屆全國學術研討會，臺南。
  2. A project with earthworks and other building works partly in an existing site of special scientific interest - about 250m length of the proposed cable tunnel passes though the existing castle peak site of special scientific interest ( sssi ) at a depth of about 300m below the surface

    包括挖泥工程及其他建築工程在內的工程項目，而該等項目部分位於現有的具有特別科學價值的地點?擬建的電纜隧道中一段約250米長的隧道于地面下約300米經過現有的青山具有特別科學價值的地點。
  3. The chemical grouting technique is widely applied in many kinds of engineerings, such as hydropower, tunnel, subway, mineral mountain, coal, transportation. . etc. the technique has characteristics of fleetness, economy, special and dependable etc. and develop its original effect well in civil engineering of waterproofing process, treatment to leakage, structural reinforcement

    化學灌漿技術在水電、隧道、地鐵、礦山、煤炭、交通等各個領域有很廣泛的應用。具有快速、經濟、獨特、可靠等特點，在土木工程的防滲、堵漏、補強、加固中充分發揮其獨到的效用。
  4. The works that hyder has undertaken cover areas of railways, highways, tunnels, bridges, buildings, geotechnics, environmental science, water supply & sewage treatment, airport and harbors, etc

    其工程咨詢經驗已有150年，從事項目包括鐵路、公路、隧道、橋梁、屋宇、巖土、環境科學、供水及污水處理，機場和海港設施等。
  5. Inversion analysis of measured displacements is used extensively in geotechnical engineering, structural engineering, information construction, and trauma diagnosis, etc. in this dissertation, parameters identification of original geostress and medium physical property in cavern, slope, tunnel and dam are taken as a cut - in point. macroscale inversion analysis of displacements and numerical solutions of inverse problems of mechanics are researched profoundly. scientific theories of multiscale problems are connected with numerical inversion approaches

    本文以地下洞室、邊坡工程、隧道工程與大壩等領域的初始地應力參數和介質物性參數識別為切入點，對宏觀尺度位移反演分析和力學反演問題數值求解方法進行了比較深入的研究，並將多尺度問題科學理論和反演數值方法聯系起來，初步探討了結構性承載材料（如巖石、骨材料等）的多尺度力學模型及其反演方法。
  6. A good many case of approaching excavation are studied in this article, such as the study of infection of be coal mining to the huayingshan tunnel, technology study of strucked tunnels of metro in shenzhen, countermeasure study of tunnel approaching pile foundation of metro in guangzhou, excavation methods optimized of large cross section subaqueous tunnel approaching pile foundation of lrt in chongqing, etc. on the basic of analysing and concluding relative study production all over the the world by the numbers, classification of approaching excavation, partition of approach zone, formula of partition of approaching zone, approach degree and countermeasure grade of generalized approaching excavation of underground works are put forward. general methods studying and trea

    本文結合作者多年來對華鎣山隧道減少壓煤量研究、深圳地鐵重疊隧道第11頁西南交通大學博士研究主學位論文技術研究、廣州地鐵公紀區間廣紡聯段鄰樁施工對策研究和重慶輕軌大坪大斷面車站鄰近基礎淺埋暗挖工法優化分析等諸多近接施工問題案例的研究，在系統分析和歸納總結國內外相關研究成果的基礎上，系統地提出了廣義的地下工程近接施工的分類、分區、分區指標表達式、近接度與對策等級概念以及分區、分度準則，給出了研究和解決近接施工問題的普遍方法，如數值分析先行，模型試驗、現場測試驗證等。
  7. Seismic survey is a new method used to civil engineering area in recent years. it was widely applied to survey or detecting of roadbase, dam base, foundation of building, tunnel, river bed, lake bed and etc. the chief methods are reflection method, refraction method, wave velocity testing, surface ware survey and transverse wave suivey. seismic survey can divide different layer, measure the incidence of sediment stratum, detect the structure of rock, test the handle effect of surface wave survey, we can calculate the carrying capacity of foundation and other mechanical parameters. this technique can give service to some big engineering departments such as highway developing company, survey design company, water supply company, plan bureau, construct bureau etc

    應用於工程的主要方法有反射波法折射波法波速測井面波法及橫波勘探等。地震勘探能詳細劃分地層高精度地確定沉積地層的傾角能夠準確探明巖體構造褶皺斷層破碎帶裂隙帶對于回填工程路基壩基，地震勘探可以檢測其回填處理效果對于隧道工程，可以探測隧道洞體的圍巖分類及洞口地質情況利用面波勘探所得到的瑞利波速度，可以準確推算地基的承載力動彈模量等力學參數。
  8. ( 3 ) it studies the bracing method and its mechanism of present soft rock tunnel project. the bracing plan and countermeasure are derived from deformation mechenism and engineering practice. gradation analysis method is used to decide the optimum bracing plan

    （ 3 ）研究現行的軟巖隧道支護方法及其作用機理，根據所研究圍巖的變形力學機制和工程實際情況，研究軟巖隧道的支護方案和對策，並利用層次分析法確定最優支護方案。
  9. 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。
  10. Bolt has been in wide use as a kind of support in tunneling, especially fully grouted bolt. but the design method for fully grouted bolt is limited due to the shortage of it ’ s support effect mechanism at present

    錨桿尤其是全長粘結式砂漿錨桿是隧道工程廣泛應用的支護型式，但由於目前對全長粘結式砂漿錨桿支護作用力學機理認識不足，使其設計方法存在一定的局限性。
  11. 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。
  12. On the basis of the project practice, in light of the basic methanical principles of tunnel, it is profoundly analyzed that dynamic state of strata, construction design, methods, technology and administration ( including measurement ) related to buiding subway station in this dissertation, which provedes grounds of argument and evidences in therory, technology and economy

    在實踐的基礎上，本文結合隧道力學基本原理和工程實績，對「暗挖逆築法」的地層動態、結構設計、施工方法、施工技術及施工管理（包括量測）等進行了較為詳細地分析和研究。為建立該方法從理論、技術和經濟上提供了依據和論證。
  13. The disease problem of tunnel and underground engineering is becoming a focus in the civil engineering at present, it has important meaning to engineering technique advancement and tunnel engineering science development to solve the disease problem with health ideas

    摘要目前，隨道與地下工程的病害問題日益成為工程中關注的焦點問題之一，將其提升到健康的理念上來，對于工程技術進步和隧道工程學科發展具有重要意義。
  14. By face failure and ground subsidence investigation and in - suit monitoring analysis in some lots of shenzhen metro phase line, especially of lot 3a in which two large ground landlides have occurred in construction, the reasons of ground subsidence are expatiated respectively from three aspects, including the characters of the physical mechanical parameters of stratum above tunnel, the monitoring analysis of stratum deformation and contruction technics causation

    通過對深圳地鐵期工程土建施工中全線部分暗挖標段出現的工作面失穩、地表塌陷工程實踐和現場監測結果分析，特別著重對連續2次出現地表塌陷的3a標暗挖隧道研究，從隧道上覆地層物理力學性質參數、地層變形監測分析及施工工藝原因3方面闡述了地表塌陷的原因。
  15. This paper refers the case project of the running tunnel from grand theater to science museum in shenzhen metro, through fem numerical simulation, researches the ground surface settlement and influence on the underground pipeline in soft stratum abundant with water by the technique of horizontal jet grouting

    本文以深圳地鐵一期工程大劇院科學館區間中的近接雙孔隧道工程為背景，對在富水軟弱地層中應用水平旋噴樁工藝進行控制降水施工時對地表沉降及地下管線的影響進行了研究。
  16. Carbonate rock is widely distributed in china both in depth and in area. a large number of tunnels are excavated and built in it. carbonate rock is distinguished from the other fracture rock in that most of it has bored hydro - chemical and hydraulic erosion in groundwater environment

    我國境內碳酸巖層分佈縱深橫廣，大量的隧道及地下工程修建於可溶巖中，而可溶巖和一般巖體的本質區別在於其受過地下水物理、化學環境的改造。
  17. Main contents and characters of the paper are as follows : ( 1 ) it systemly explains definition and classification of soft rock. lt gives analysis on geologic and engineering characters of soft rock, and deeper disscussion on failure causes of soft rock tunnel. it also shows the mechanism of deformation and failure

    本文的主要研究內容和特色如下： （ 1 ）系統地論述了軟巖的定義及分類，分析了軟巖的地質特徵和工程特性，對軟巖隧道失穩原因進行深入的探討，論述軟巖隧道變形失穩的力學機制。
  18. The western harbour tunnel company limited " the company " has established a scholarship in the department of civil engineering at the university of hong kong

    香港西區隧道有限公司（西隧公司）已於香港大學工程學院的土木工程系設立一項獎學金，以培育人才。
  19. The western harbour tunnel company limited ( " the company " ) has established a scholarship in the department of civil engineering at the university of hong kong ( hku )

    香港西區隧道有限公司（西隧公司）已於香港大學工程學院的土木工程系設立一項獎學金，以培育人才。
  20. Y. w. pan and s. banerjee, 1988. ” transitional yielding model for non - cohesive soils. ” constitutive equations for granular non - cohesive soils, ed, saada & bianchini, balkema, rotterdam

    黃仁霖，董家鈞，潘以文， 1993 ， 」依時性支撐勁度與隧道噴凝土支撐交互作用模式」 ，第五屆大地工程學術研究討論會論文專集，福隆。
分享友人
分享到 Line

分享到臉書