邊坡設計 的英文怎麼說

中文拼音 [biānpōshèjì]
邊坡設計 英文
slope design
  • 邊 : 邊Ⅰ名詞1 （幾何圖形上夾成角的直線或圍成多邊形的線段） side; section 2 （邊緣） edge; margin; oute...
  • 坡 : Ⅰ名詞（地面傾斜的地方） slope Ⅱ形容詞（傾斜） sloping; slanting
  • 設 : Ⅰ動詞1 （設立; 布置） set up; establish; found 2 （籌劃） work out : 設計陷害 plot a frame up; fr...
  • 計 : Ⅰ動詞1 （計算） count; compute; calculate; number 2 （設想; 打算） plan; plot Ⅱ名詞1 （測量或計算...
  • 邊坡 : bank
  • 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
  1. The slope designer is unlikely to be faced with unpleasant surprises when the slope is excavated.

    邊坡設計者不會在開挖邊坡時遇到令人吃驚的壞情況。
  2. In this paper, 3d nonlinear finite element model is used to analyze the stability of side slope of baise hydraulic power plant ' s tail channel, and the result to be given for consulting

    本文主要應用三維非線性有限元對百色水電站尾水渠高邊坡進行靜、動力穩定性分析，並對結果進行分析，給出供工程設計的參考意見。
  3. Abstract : the back - analysis on displacements may provide a new method for engineers responsible for the slope engineering design to choose mechanical parameters and some components of the initial stress

    文摘:位移反分析的提出，可望為邊坡工程設計工程師提供一個確定有關地層力學參數和某些地應力分量的新方法。
  4. Combining with the research task researching on the deformation and stability of deep excavated cuts and high filled embankment of the traffic department in fujian province, based on the residual soil slope project on the project site at k15 + 183 of yong - zhang highway ( yong ' an section ), adopting non - linear theory, modern monitoring technology and numerical simulation technology, the deformation and stability of cutting cliff debris and residual soil slopes have been studied systemically and synthetically in the thesis. at the same time theory analysis, the analysis and estimate of field monitoring are taken into account in this course. main research work and working achievement are summed up as follows : ( 1 ) with the acquaintance of the trends and development about the deformation and stability of slopes at home and abroad, slopes are classified and summarized systemically

    並通過k15 + 183工點路塹土質邊坡的各類位移變形的監測成果驗證了該程序的正確性及適用性； （ 5 ）通過應用大型有限元軟體ansys模擬分析，不僅分析了其隨著開挖時間步的應力應變關系，並模擬了與實際測斜管相匹配的測斜路徑，通過對各開挖時間步的模擬計算分析，得到了與實測數據較符合的結果； （ 6 ）綜合監測分析成果和極限平衡理論計算分析成果，對k15 + 183工點路塹邊坡的原設計坡率和幾何形態進行了優化計算分析，取得了較為滿意的結果。
  5. From the aspect of the coupling action of geological and engineering conditions, this paper analyzes their influences on high slope stability. the result shows that constructional surface, lithology, slope angle and height are the most influential factors. provided that a slope angle in a stepped slope is constant, the slope stability is very sensitive to the height / width ratios of steps, and the best design for the slope is to make the height of each step no more than one - third of the total height and the height / width ratio between 1 : 0. 2 - 0. 3

    從地質與工程耦合作用出發，分析了地質因素和工程條件對高邊坡穩定性的影響，指出結構面、巖性以及坡角和坡高是邊坡穩定性的重要影響因素，在邊坡角一定的前提下臺階狀邊坡的臺階高寬比對邊坡穩定性影響山十分明顯，一般以每級臺階的高度不超過總坡高的1 / 3 ，高寬比在1 ： 0 . 2 0 . 3之間為最佳設計。
  6. Through the investigation and theoretical analysis, a design method of deep - cutting loess slope in sanmenxia area is presented in this thesis

    為此，在工程調查和理論分析的基礎上，本文提出了三門峽地區深路塹黃土邊坡的實用設計方法。
  7. Based on the field exploration and long - term underground observation, this paper reveals the zoning of structure and the timing of mechanical strength for dilative soil, and puts forward the experiment method to obtain values by zoning in the design of dilative soil slope

    通過野外勘探及地下長期觀測，揭示了膨脹土的結構分帶性和力學強度的時效性，提出了膨脹土邊坡設計中分帶取值和試驗方法。
  8. The paper discussed the green design requirements for the danglushan high rock slope of ning - hang expressway

    摘要高速公路建設的特點提出了巖石高邊坡綠色設計要求，巖石高邊坡綠色設計賦予了高速公路全新特色。
  9. The slope geometry is variable quantities, and the reliable safety and reliability are main limiting factors. according to the above factors, a optimized model for designing high loess slope is established. this model ' s concept is precise, and its physical meaning is confirm, people who do designing work can see this model as a means

    最後，為了使邊坡設計獲得最佳工程效果，本文在崔政權建立的優化公式： c = a + pf ? b的基礎上，全面考慮施工造價和風險造價，運用數學原理和優化理論，用費用?效益分析方法，以最小總期望造價為目標函數；以坡型、坡比為設計變量，以安全可靠為主要約束條件，建立了黃土高邊坡的優化模型。
  10. The following two chapters make of the third part. chapter five analyses the failure factors of test model and identifies the valid scope of two - part wedge theory. chapter six extends the valid scope of two - part wedge theory, and puts forward integer slide theory, then uses the extended theory calculating a concrete project, seismic design suggestions are proposed finally

    第三部分包括第五章和第六章，第五章對試驗模型的破壞影響因素進行數值分析，確定了「雙滑楔體」理論的適用范圍，並對各種破壞因素進行了分析；第六章拓廣「雙滑楔體」理論適用范圍，補充介紹了整體滑動理論，應用拓廣后的理論計算實際工程，為實際工程的基坑邊坡設計提供參考依據。
  11. Whether fit or not of design for slope determines the slope ' s stability

    邊坡穩定設計是公路設計的重要內容之一，邊坡設計合理與否直接決定著邊坡的穩定性。
  12. Discussion on designing and reinforcing of high slop in meihe highway

    梅河高速公路高邊坡設計與加固問題探討
  13. According to the characteristics of basalt in guizhou province, in combination with weathering features of basalt, the design of trenches and side - slope are discussed, especially the design of side - slope of the contacting part between basalt and limestone is studied, in order to make the roadbed design safe and reasonable and reach the requirement

    摘要根據貴州省玄武巖出露特點，結合玄武巖的風化特點，探討玄武巖路段路塹邊坡設計，特別是對玄武巖與灰巖接觸部位的邊坡設計提出了重點研究，使路基設計既安全合理，又達到環境保護的要求。
  14. Abstract : taking the boshan - laiwu freeway as an example, the paper discusses the rocky deep cut slope problems from many sides such as : slope stability assessment, slope design, protection engineering and the constructional monitoring especially the explosion control etc. it stresses on the informational control principle of the deep and large cut slope

    文摘:該文以博菜高速公路為例，從邊坡穩定性評價、邊坡設計、防護工程及施工監控、尤其是控制爆破等多方面探討了山區高等級高速公路石質深路塹邊坡問題，強調了高大路塹邊坡工程的信息化控制原則。
  15. Probability theory has two distinct roles in the design of rock slopes.

    概率理論在巖石邊坡設計中有兩個性質不同的作用。
  16. Equation of same slope curved surface and its application to design and drawing of bend and inclined road surface slope

    同坡曲面的方程及其在彎斜路面邊坡設計和繪圖中的應用
  17. The stability of high slopes relies directly on the material strength of rock and soil. the strength parameters used in the design are often obtained from the drilling samples before the slopes are excavated

    巖土高邊坡的穩定性直接取決于邊坡巖土材料的強度，常規邊坡設計時往往取邊坡開挖前地質勘探所取天然巖土的強度指標作為設計控制值。
  18. Checking computations of stability of slope is the key of design of slope by the highway, if you want to improve stability of the slope by the highway designed. primary problem is choose suitable analysis method and fetch rational parameter

    邊坡穩定性驗算是公路邊坡設計的關鍵，要提高所設計公路邊坡的穩定性，首要問題是選擇適宜的分析方法和參數的合理取值。
  19. There are large words in slope design and slope deformation analysis with monitoring involved, on basis of geology of slopes at nos. 1 and 2 diversion tunnel inlets and actual project conditions of zipingpu project. interior and exterior factors and conditions causing deformation are obtained from analysis. special measures to control deformation are taken to ensure long - term stability, such as consolidation

    本文以分析紫坪鋪水利樞紐1 ~ # 、 2 ~ #導流隧洞進口邊坡為主，根據導流隧洞進口的地質及具體的工程環境及條件，對工程中的高邊坡設計所遇到的一些問題進行了分析和闡述；並採用了一定的監測手段，對施工過程中邊坡產生的變形，進行了觀測分析，通過綜合分析，找出邊坡變形的內在因素和外部條件，有針對性的採取工程處理措施。
  20. Abstract : soil nailing is a good structure for stabilization o f highway excavation, and has been used widely in the world. firstly, this paper an alyses the disadvantages of traditional design method of soil nailing for stabil ization and then poses a new design thread of soil nailing for stabilization of highway excavation, in order to offer theoretic evidence for engineering use

    文摘:土釘結構是用以加固公路路塹邊坡的一種較好的方法，在國外的公路邊坡加固工程中得到了廣泛的應用.本文分析了傳統土釘支護設計方法的不足，提出了土釘加固路塹邊坡設計新方法的思路，其目的是為工程應用提供理論依據
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