淺埋隧道 的英文怎麼說

中文拼音 [jiānmáisuìdào]
淺埋隧道 英文
shallow tunnel shallow-depth tunnel shallow burying tunnel
  • 淺 : 形容詞1 （從上到下或從外到里的距離小） shallow 2 （淺顯） simple; easy 3 （淺薄） superficial 4 ...
  • 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） ...
  • 隧道 : tunnel; tunneling; tunnelling; chunnel; drive
  1. Due to exceedingly flat arched vault of the flat tunnel with outsized span and renewed stress allocation in surrounding rock after excavation, which would inevitably induce some excessively large load on the base of arch, therefore, larger load - bearing capability in the is " foundation is a must. on the other hand, smooth face explosion must be applied to excavation of the arch base to further ensure the integrity and continuity of country rock around tunnel

    特大跨超淺埋隧道拱部結構過于扁平，開挖后發生二次應力分佈，拱腳處的應力過大，要求有較大的地基承載力，拱腳開挖時必須採用光面爆破，保證圍巖的完整性和不受擾動，開挖后及時封閉，防止該處積水軟化圍巖。
  2. With the rapid development of road and communication of city, the harm effect that the blast vibration induced by building mass undergrounds or tunnels and digging blast underground structures act on the ground environment, are increasingly remarkable

    隨著道路、城市交通事業的迅速發展，大量地鐵、隧道的修築，淺埋地下結構的開挖爆破，由此而導致的爆破振動對地面設施，特別是對城市地面建築的危害效應越來越顯著。
  3. Inquiring into vault and surface subsidence control in excavation of tunnel with shallowly - buried back filling soil

    淺埋回填土隧道開挖的拱頂和地表沉降控制探討
  4. The complex variable method on analysising the stress of surrounding rocks for shallow tunnel under ground load

    地面荷載下淺埋隧道圍巖應力的復變函數解法
  5. Analysis of ground deformation for shallow tunnel in shenzhen city

    深圳地鐵淺埋暗挖隧道地層變形分析
  6. Shallow depth excavation method and ground settlement control

    地鐵淺埋暗挖隧道地層沉降因素及控制對策
  7. Analysis on ground surface deformation induced by undercutting under shallow overburden in tianjin metro

    天津地鐵淺埋暗挖隧道地表變形分析
  8. Construction technique for the shallowly buried and darkly excavated tunnel on the cobble water - rich stratum

    砂卵石富水地層淺埋暗挖隧道施工技術
  9. Analysis and control of stratum settlement of shallow - buried concealed tunnel excavation works of urban subways

    城市地鐵淺埋暗挖隧道地層沉降分析與控制
  10. The application of the crd method to the bulongqing tunnel

    布隴箐隧道淺埋偏壓洞口段施工技術
  11. 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。
  12. Since the shallow depth excavation is the main factor to cause ground settlement in shenzhen subway tunnel, this paper discusses some corresponding countermeasures including the improvement of ground property, appropriate draining of groundwater, scheduled excavation depth and width, etc, to control strata distortion and surface settlement, and argues that these measures are expected to effectively control surface settlement while constructing city subway in soft ground excavation

    摘要針對深圳地鐵淺埋暗挖隧道施工中影響地表下降及地層變形的因素，提出了遵循「十八字」原則、改善土體特性、適度排放地下水、根據地層條件選擇施工方法、增大左右線隧道開挖面的距離、合理確定開挖進尺、提高施工效率、加強初期支護、及時施作二次襯砌等對策。
  13. Study on the crack of double - arc tunnels and its prevention measures

    淺埋偏壓連拱隧道開裂原因及防治措施
  14. Influence of shallow tunnel excavation on ground surface buildings

    淺埋隧道開挖對地表建築物的影響
  15. Simulation study of excavation process of shallow embedded tunnel for metro

    淺埋暗挖地鐵隧道開挖過程的模擬研究
  16. Prediction of ground surface movement and deformation due to shallow tunnel construction

    淺埋隧道開挖地表移動與變形預計
  17. This paper is based on the construction of jiangbei airport station of the chongqing no. 3 light railway, the control demolition applied to shallow covered and large foundation pit excavation under urban complicated condition is introduced

    摘要以重慶輕軌三號線江北機場站為例，介紹了城市復雜環境條件下淺埋隧道、大基坑開挖控制爆破施工方法。
  18. It was shown that the maximum displacement occurred on the tunnel axis when one tunnel was excavated, while the maximum value happened near the shallow tunnel and between the area of two tunnels when two adjacent tunnels were excavated at the same time

    分析結果表明：單條隧道開挖引起的地表最大沉降值出現在隧道軸線的正上方，而兩左右或上下相鄰隧道開挖的地表及土層內部的最大沉降值則出現在兩隧道的縱軸線之間，且偏向上方埋深較淺的隧道。
  19. Analysis on the ground deformation numerical imitates of shallow tunnel in different excavation

    不同開挖步驟引起淺埋隧道地表沉降的數值分析
  20. Prediction of ground surface deformation in longitude due to tunnel excavation and its basic regularization

    淺埋隧道開挖縱向地表變形預測及其基本規律
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