淺開挖 的英文怎麼說

中文拼音 [jiānkāi]
淺開挖 英文
shallow cut
  • : 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 ...
  • : 動詞(用工具或手從物體的表面向里掘取) dig; excavate; scoop
  1. This revolution was primarily a dry farming operation with springs and shallow hand-dug wells supplying domestic needs.

    這次革命主要是旱田耕作而以泉水和人工井提供生活用水。
  2. 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

    特大跨超埋隧道拱部結構過于扁平,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,拱腳時必須採用光面爆破,保證圍巖的完整性和不受擾動,后及時封閉,防止該處積水軟化圍巖。
  3. 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,埋地下結構的爆破,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。
  4. The tendency of deformation of deep stratum was consistent with that of the shallow stratum, but the settlement of deep stratum over the tunnel was far larger than that of the shallow stratum

    隧道引起的地層深層與層變形趨勢是一致的,但在兩隧道軸線上方深層土體的沉降要遠比層土體大。
  5. Inquiring into vault and surface subsidence control in excavation of tunnel with shallowly - buried back filling soil

    埋回填土隧道的拱頂和地表沉降控制探討
  6. Tensile stress field would appear in the proximity of arched vault after excavation, slacking of surrounding rock and subsequent dropping of blocks of rock from such area would possibly occur at any time in the context of extra - shallow depth. so i - steel arched support must be erected to provide against possible block dropping and be integrated into a ring with that of pilot tunnels on both sides

    拱頂在核心土后,在一定范圍內出現拉應力區,在超埋情況下極容易掉塊和發生圍巖松馳,因此核心土必須邊邊架設工字鋼拱架,使之與左右導洞拱頂工字鋼形成整體。
  7. The result shows that the trench wall failure at shallow depth is the major failure mode of the slurry - supported excavation, and that the length of the excavated trenches and the difference between the slurry head and the water level are the key parameters controlling the stability of the slurry - supported excavation

    結果表明,層槽壁失穩是泥漿護壁的主要失穩型式,槽段的長度和泥漿液面與地下水位面的高差是控制泥漿護壁穩定性的關鍵參數。
  8. On the other hand, the velocity may also be increased by excavating another channel, which should be treated cautiously. ( 2 ) the change of flow rate in a typical branching rocky channel is related to excavation area scope and mode. more excavation area scope and width, more increase in flow rate

    ( 2 )石質汊流灘汊道分流比的變化一般與汊道的面積、范圍以及方式等因素有關,即面積越大,則分流比增加越多;范圍越廣,分流比增加越多;相同面積情況下,寬淺開挖比深窄對分流比的影響要大。
  9. Deep foundation trenches in shallow rocks in some cities along a seashore like qingdao, dalian, zhuhai things like that often need to be dug or exploded into hard rock, there are heaving sand, soft soil, groundwater upon it

    青島、大連、珠海等基巖埋深的沿海地區深基坑經常需要至基巖甚至需要爆破,基巖以上又有流砂、軟土、地下水等。
  10. 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

    摘要針對深圳地鐵埋暗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、增大左右線隧道面的距離、合理確定進尺、提高施工效率、加強初期支護、及時施作二次襯砌等對策。
  11. Influence of shallow tunnel excavation on ground surface buildings

    埋隧道對地表建築物的影響
  12. Simulation study of excavation process of shallow embedded tunnel for metro

    埋暗地鐵隧道過程的模擬研究
  13. Prediction of ground surface movement and deformation due to shallow tunnel construction

    埋隧道地表移動與變形預計
  14. 2 the 1 - d hydraulics computational method and 2 - d shallow water equation are employed to simulate the processing of channel dredging in tai ping wan hydroelectric power plant. the results of model tests and numerical analysis are combined and compared each other

    採用一維水力學計算方法和二維水方程對大平灣電廠尾水河道工程進行數值模擬,從而使模型試驗和數值模擬結合起來,相互比較。
  15. 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埋隧道、大基坑控制爆破施工方法。
  16. Excavation technology of three large chambers at longtan hydropower station

    龍灘水電站地下三大洞室技術
  17. 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,且偏向上方埋深較的隧道。
  18. Topics include : site investigation ( with emphasis on in situ testing ), shallow ( footings and raftings ) and deep ( piles and caissons ) foundations, excavation support systems, groundwater control, slope stability, soil improvement ( compaction, soil reinforcement, etc. ), and construction monitoring

    主題包含有工址調查(強調現地試驗) 、基礎(基腳式基礎與筏式基礎)和深基礎(樁基礎與沉箱) 、之支撐系統、地下水控制、邊坡穩定、土壤改良(夯實與土壤加勁等)和施工監測等。
  19. Successful application to many station jobsites of the fu - ba line of beijing metro program shows that using the cavern - pile method in loose soft stratum for excavating shallow buried large section tunnels is practicable. therefore it has broad prospect for application

    在北京地鐵「復一八線」多個車站工程中的成功應用,充分證明採用埋暗洞樁法在鬆散軟弱地層中進行埋大斷面洞室的是可行的,具有良好的發展前景和推廣價值。
  20. The experimental research shows that the more wide - shallow the dredged section size is, the bigger the back - deposition ratio will be. but when the dredged section is over narrow - deep, the back - deposition ratio will be increasing with decreasing of wide - deep radio

    試驗研究表明:斷面愈寬段回淤比越大,但過于窄深時,回淤比反隨寬深比減小而增大。
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