underground works 中文意思是什麼

underground works 解釋
地下工程
  • underground : adj 1 地（面）下的。2 隱蔽的，秘密的。3 （電影，報刊等）標新立異的，試刊的，試驗性而非正式的。4 ...
  • works : 的印表機描述格式
  1. As underground works, the measurement of quantity of grouting works is complicated and changeful

    摘要灌漿工程是隱蔽工程，灌漿工程的計量具有復雜性和多變性。
  2. Erosion action of erosion media on concrete is easily occurred in hydraulic structure diversion works and immersed underground structure

    侵蝕介質對砼的侵蝕作用，易發生在水工建築、引水工程以及浸沒在地下水位以下的各種砼的地下構築物中。
  3. In the resent years, our state invests much for important engineering projects, irrigation works, expressway, underground and so on. as huge engineerings deal with complex foundation condition, there are often poor foundation, and because the engineerings are very important, the their request for stress is more rigorous than common ones

    近幾年，國家投資建設了許多重要工程，水利水電工程，高速公路，地鐵工程等等，由於大型工程涉及的地質條件會復雜些，往往會遇到軟弱地基，由於工程的重要性，對于變形的控制要比一般工程嚴格一些。
  4. 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。
  5. This article reviews the works about the main species of chinese underground pest grub and their occurrence, chemical and biological control

    摘要總結了我國地下害蟲蠐螬的發生種類及基本為害情況，歸納了蠐螬的化學、生物與其他防治方法。
  6. Research on form stripping age of underground works

    地下工程襯砌拆模時間研究
  7. Steps for underground man entry chambers - application in construction works for wastewater disposal

    地下人孔踏階.廢水處理施工工程地下人孔踏階
  8. According to the documentation collected from domestic and abroad wang wei dong who works in huadong architect and structure institute utilizes the similar work property between the underground continuous wall and pile subjected the vertical loads, and introduces poulos method of elasticity and plastic which applies to pile foundation into the calculation for subsidence of underground continuous wall. pujialiu and yu yuzhou from water and electronic engineering of qinghua university, according to the result of three axes, define the concrete parameter utilize the model of non - linear e - b combined with the design cross section of dam in xiaolangdi, yellow river accept the total stress programme of thepd dam, and we analyze the stress and displacement of plastic concrete diaphragm wall by finite element method in comparison with the result of common concrete one. at same time, we consider the effect of the character of plastic concrete diaphragm wall which is composed of different gradients and adopting the level of stress and pulling stress infers whether the plastic concrete diaphragm wall is safe or not

    地下連續墻是一種歷史較短的施工方法，目前，砼防滲墻的設計還是以傳統的設計方法為主，根據查找國內外文獻資料，華東建築設計院王衛東利用地下連續墻與樁在豎向荷載作用下的工作性能有相似性，將適用於樁基的poulos彈性理論引入對地下連續墻的沉降計算中；清華大學水利水電工程系濮家騮、于玉貞根據三軸試驗結果確定混凝土的參數，利用非線性e - b模型，結合黃河小浪底土石壩設計剖面，採用thepd土石壩總應力程序，對深覆蓋層塑性混凝土防滲墻的應力、位移進行有限元分析，並與普通混凝土防滲墻計算結果加以對比，同時分析了不同配比塑性混凝土特性的影響，並採用應力水平和拉應力數值來判斷塑性混凝土防滲墻的安全程度。
  9. In west kowloon, good progress has been made on the stage i and ii drainage improvement works which are scheduled for completion in 2003 and substantial completion in 2004, respectively. in order to minimise the extent of road openings caused by the extensive drainage improvement works, construction of an underground flood storage tank

    為了盡量減少在西九龍區因進行排水改善工程而須掘路的范圍，渠務署於二零零一年年初在大坑東游樂場地底興建容量達十萬立方米的蓄洪池，以及在九龍塘興建一條長1
  10. Underground telecommunications works for vehicular and pedestrians traffic areas - part 2 : access covers and frames - requirements, testing, marking

    車輛和人行道區域的底下通訊作業.第2部分:進口蓋和框架.要求試驗和作標記
  11. Concrete cracking is one of the reasons for leaking in underground works

    混凝土裂縫是地下工程滲漏的重要原因之一。
  12. The shenzhen conference and exhibition center features large area and high grade of waterproofing in its underground works

    深圳會展中心地下工程防水面積大、防水等級要求高。
  13. The waterproofing of underground works of wanjie proton building is graded as a and double waterproofing i. e. structural self - waterproofing plus waterproof courses, is designed

    萬傑質子樓地下工程防水等級為一級，設計採用結構自防水和設置防水層的復合防水構造。
  14. Random medium model and monitoring of surface movement and deformation caused by excavation of urban underground works

    城市地下工程開挖地表移動與變形的隨機介質模型及監測
  15. Analysis of the underground works in - situ stress measurement of shenzhen pumped storage power station

    深圳抽水蓄能電站地下廠房地應力測試成果分析
  16. Technical code for waterproofing of underground works

    地下工程防水技術規范
  17. Issues needing attention in waterproofing design of underground works

    也談地下工程防水設計中應注意的問題
  18. A new compound arching technology and its application to urban underground works

    復合土拱新技術及其在城市地下工程中的應用
  19. The wet shotcrete is widely used in the construction of underground works as its advantages such as less construction dust, lower resilient rate, higher placement efficiency and reliable construction quality

    摘要濕噴混凝土由於粉塵少、回彈率低、噴射效率高、質量穩定可靠在地下工程中被廣泛應用。
  20. In course of the approaching excavation of underground works, the construction of new structure will change the mechanics case of existing structure and brings some bad influence, such as load bearing capacity of structure decreasing, structure breaking, or too much deformation of structure and construction gauge inroaded

    在地下工程近接施工中，新建結構物的施工會改變既有結構物的受力狀態，從而對其產生種種不利影響，如結構承載力下降、甚至破壞，變形過大侵入限界等。
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