鉆進規程 的英文怎麼說

中文拼音 [zhēnjìnguīchéng]
鉆進規程 英文
drilling regime
  • : 鉆Ⅰ名詞1. (打眼用的工具) drill; auger 2. (指鉆石) diamond; jewel Ⅱ動詞(用尖物在另一物體上轉動) drill; bore
  • : 進構詞成分。
  • : Ⅰ名詞1 (畫圓形的工具) instrument for drawing circles 2 (規則; 成例) rule; regulation 3 [機械...
  • : 名詞1 (規章; 法式) rule; regulation 2 (進度; 程序) order; procedure 3 (路途; 一段路) journe...
  • 規程 : directive rules; standards; standing order; regulations; dictate; code; rules規程曲線 rule curve
  1. Landslide is a geological hazard with serious losses. it is very important to research the controling methods. slide - resistant pile, which has many advantages such as high adaptability, little interference to landslide and geological environment, short construction time, high silde resistance, is a main method to control landslide. pneumatic down - the - hole hammer is a drilling method with many advantages. its features, such as wide application range, high hole quality, no circulating medium, low operation regulations, and drilling big diameter rock hole, fit to construct slide - resistant pile. according to the requirement of silde - resistant pile construction, this paper analyses feasibility that pneumatic dth hammer drilling applies to construct slide - resistant pile on the basis of introducing the features of pneumatic dth hammer. then an applied example is given

    滑坡是一種危害極大的地質災害,它的整治方法研究具有重要意義.抗滑樁是一種適應性強、對滑坡穩定性和地質環境干擾小、工期短、抗滑能力強的滑坡整治方法.風動潛孔錘是一種具有許多優點的方法,它的許多特點,如成孔質量高、應用范圍廣、無液體循環介質、鉆進規程參數小、可實現大直徑基巖孔等都適合於抗滑樁施工.文章在介紹風動潛孔錘特點的基礎上,根據抗滑樁施工要求,分析了風動潛孔錘用於抗滑樁施工的可行性,並舉出了其應用實例
  2. Proposal to simplify registration requirement for rough diamond traders

    簡化金伯利發證計劃未經加工石商登記
  3. Examples of " external works " include external carparks, paved areas, deep bored wells, cable ducts, draw in pits, fencing, and steel gates as mentioned in the above general specification

    外部工的例子,在上述一般格已有提到,包括戶外停車場、已鋪面地方、深井、電纜槽、線坑、圍欄和鋼閘。
  4. In accordance with the increasing need of the drilling missions and the developing actuality of environmental and scientific drilling machines, we have designed the drill machines and drill tools, and put forward the technology rules

    針對日益增長的環境科學取心探任務的需要,以及我國在環境取心探設備領域的研製現狀,我們設計了滿足該需求的探機具,並提出了相應的工藝
  5. Rules for the inspection of drill collars and square and hexagon kellys for import and export

    出口石油鋌方桿檢驗
  6. In this section the author analyses the rules of the pile ultimate tip resistance and the shaft friction resistance distribution and their exertion of cast - in - place socketed piles instrumented with strainometers in soft muddy rock. the second aspect of the paper is the analysis on the current rock pile vertical bearing capacity in the four standards gb50007 - 2002, tb 10002. 5 - 99, jtj024 - 85 and jgj94 - 94, then the design method with correlated formula of socketed piles in xigeda - mudstone is given. at the end of this paper, based on the research of pressure grouting technique in recent years, and combined with in - site test result, this paper puts forward the design and calculation method to grouted pile in xigeda - mudstone and the principle of choosing grouting parameters, which provid es experiences for applying this technique and further studying

    本論文結合省級科研項目「西攀高速公路昔格達組泥巖層中孔樁提高承載力的研究」 ,所做的研究工作主要在以下三個方面:一是根據8根樁身內埋設量測元件試樁的單樁豎向靜載荷試驗資料,分析了各試驗樁特別是常沖孔灌注嵌巖樁在昔格達泥巖中的軸向力、側摩阻和樁端阻力的分佈和發揮律;二是在討論現行范對嵌巖樁承載力的計算公式的基礎上,探討了在昔格達泥巖層中的沖孔灌注嵌巖樁的側摩阻和端阻的計算方法,並推薦了相應的計算公式;最後,在吸取近年來對灌注樁后注漿技術研究成果的基礎上,結合現場試驗研究結果,分析了該項技術在昔格達巖層中的應用效果,提出了相應的參數選取,從而為壓力灌漿技術的工應用和一步研究提供經驗,並為今後在該地層中合理選用樁型以及指導施工提供了依據。
  7. This thesis preliminarily researched drilling technology of applying foaming dth hammer into hydrology and waterwell drilling beginning with analyzing foaming dth hammer ' s structure characteristics and working principle and joining together with the indoor experiment with respect to the fitting of drilling equipments, designing of grouting system, selecting of drilling program parameters and so on

    從分析泡沫潛孔錘的結構特點和工作原理出發,結合室內實驗,在設備的配套、灌注系統的設計、鉆進規程參數的選擇等方面,對泡沫潛孔錘應用於水文水井探的工藝行了研究。
  8. Abstract : artifical intelligence methods are implemented to simulate thebehaviors of axially and laterally loaded piles using the field observation tests data obtain ed f rom the drilled shafts and driven piles. the optimal neural network model is deve loped using only simple input data of spt - n values and piles ' geometrical featu r es etc. the analysis for r. c piles of some projects is performed adopting the bp n n and grnn models respectively, and the obtained predicated results are compared w ith the data from conventional design method. it demonstrated the obvious advanta ges of neural networks in the design of pile foundations over the traditional me thods. this paper has an important practical significance and a referential worth iness in the design of pile foundations

    文摘:根據孔樁和打擊樁的原型試驗觀測的數據,運用人工智慧方法對橫向承載樁和軸向承載樁的工作特性行模擬,並利用標準貫入試驗( spt - n )值和樁的幾何特性等簡單的輸入數據,開發出相應的優化神經網路模型;然後,運用反向傳播神經網路模型和廣義回歸神經網路模型分別對某工的鋼筋混凝土樁行分析,並將求得的預測結果與常設計法的結果行比較,結果表明神經網路方法比傳統方法有明顯的優越性,在實際工設計中具有重要的參考價值和現實意義。
  9. By comparing the numerical results of water infiltration with air and without air, it is shown that the method in this paper is more effective for solving problems of water infiltration in unsaturated soil. in this paper the forming process of oil - bearing basin is the main research object and the mathematic model of geology is built, in order to simulate the dynamic forming process of stratums especially oil - bearing stratum in geology history in the time and space concept, further to investigate the history of petroleum forming, transmitting, accumulating and predict the distributing rule and scope of petroleum, and offer an rapid, quantitative, exact, general choice for the researcher of petroleum geology. with denudation, poor - compactness and sedimentation hiatus, the stratum relations of sedimentation section is judged, and the ancient thickness and pressure of stratum layer are recovered by the inversion method of back stripping. the numerical simulation algorithm of recovery of geological history is also given

    為了利用現代化的計算技術再現含油氣盆地的地史演化發育過,以便一步定量化研究油氣的生成、運移和聚集的歷史以及預測油氣分佈律、分佈范圍,為石油地質學家提供一個快速、準確、定量、綜合的研究手段,本文就含油氣盆地的地史演化發育過為主要研究對象,建立了數學地質模型,運用優化理論與演算法,在考慮了剝蝕、欠壓實、沉積間斷等地質現象的情況下,採用回剝反演法,應用井、測井、地震等方法獲得的地層物性資料,判別沉積剖面中地層的接觸關系,恢復地層的古厚度、古壓力,構造了地史恢復的數值模擬方法。
  10. The railway tunnels along canton road and underneath the former marine police headquarters will be constructed by the bored tunnelling method to minimize impacts on the adjacent environment. other than the excavation works that need to be carried out within the works site near the canton road government offices for the new station and introducing the tunnel boring machine, the works that need to be carried out at the street level along canton road will be small in scale so as to minimize the impact on the environment in the neighbourhood

    在廣東道沿路和前水警總部地底的鐵路隧道,會以挖隧道方式建造,除了在廣東道政府合署現址附近的工地內挖開地面以便興建新車站及引隧道挖機外,需要在廣東道路面行的工模會很少,以便盡量減少對毗鄰環境的影響。
  11. For the problem of present engineering no criterion market and industry standard disunity of no - dig horizontal directional drilling under pipe paving, the view is put forward in particularity and security of no - dig horizontal directional drilling pipe paving and in reason using of under resource. it emphasizes engineering method data management and unify layout management of no - dig horizontal directional drilling. and it analyzes technology economic and discuss the development of under pipe directional equipment and put forward new thought and studying aspect of no - dig horizontal directional drilling construction engineering criterion management - the effect of all kinds of tache and factor in the different no - dig directional drilling construction are discussed from a great deal of detail no - dig engineering examples

    就當前水平定向鋪設地下管線工市場不范和行業標準不統一的問題,本文從非開挖水平定向鋪管技術特殊性和安全性及地下資源空間的合理利用方面提出了自己的看法和見解,特別強調了對非開挖定向鋪管工技術資料的管理和非開挖施工工的統一劃管理的問題,並對非開挖水平定向施工行了技術經濟分析,並就非開挖施工工的管線定位的儀器研發行了分析探討,為非開挖施工的管線范管理提出了新思路和研究方向。
  12. The paper deals with the load distribution law and the development of side resistance and end resistance of single bored pile in loess under vertical load through a great number of tests in field on single pile employing some advanced equipments such as sliding micrometers. some examples are given to demonstrate the application of these laws into optimization design of piles

    本文通過大量的單樁現場試驗,利用瑞士滑動測微等先測試手段,分析和研究了黃土地基中孔灌注樁單樁在豎向荷載作用下側阻力和端阻力的發揮特徵及荷載分佈律,並用實例說明了如何利用這些行工優化設計。
  13. Which often produces some unexpected problems, such as prolonging time limit of project, increasing engineering quantities and cost, etc. through test on the site, dynamic value analysis, finite element unit method, the paper researchs construction technology of in - situ pile, transfer theory, thickness of supporting layer of head slab and depth of pile in karst area, provides some important conclusions, directs effectively the design and construction of this kind of projects

    但因溶洞的分佈律性差,現有勘探手段難於事先查明它的準確位置及大小,因而常常給施工帶來意想不到的問題:工期延長、工量增加及工費用增加等。本文通過現場試驗、理論計算和有限單元分析,對巖溶地區孔灌注樁的施工工藝、荷載傳遞機理、持力層頂板厚度及嵌巖深度等方面行了較為系統的研究,得出了一些重要結論,有效地指導了該類工的設計和施工。
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