邊坡穩定分析 的英文怎麼說

中文拼音 [biānpōwěndìngfēnxī]
邊坡穩定分析 英文
slope stability analysis
  • 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
  • 穩 : 形容詞1 （穩定; 穩當） steady; stable; firm 2 （穩重） steady; staid; sedate 3 （穩妥） sure; rel...
  • 定 : Ⅰ形容詞1 （平靜; 穩定） calm; stable 2 （已經確定的; 不改變的） fixed; settled; established Ⅱ動詞...
  • 分 : 分Ⅰ名詞1. （成分） component 2. （職責和權利的限度） what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] （料想） judge
  • 析 : Ⅰ動詞1. （分開; 散開） divide; separate 2. （分析） analyse; dissect; resolve Ⅱ名詞（姓氏） a surname
  • 邊坡 : bank
  • 穩定 : 1 （使穩定） stabilize; steady 2 （穩固安定） stable; steady 3 （物質的性能不易改變的作用） stabi...
  1. Stability analysis on the high slopes of three - gorges shiplock using flac - 3d

    進行三峽船閘高邊坡穩定分析
  2. On slope stability analysis by imbalance thrust force method

    邊坡穩定分析中關于不平衡推力法的討論
  3. Analysis of slope stability is one of the most important problems in geotechnical engineering. the stability of all kinds of natural slope, higeway, airport, refuse dump, dam, fill, excavation need to be analysed

    在土木工程中，邊坡穩定分析十分重要，如各種各樣的天然邊坡、高速公路、機場、填埋場、土石壩工程、各種填方、挖方工程等等都需要進行穩定分析。
  4. It analyzes the hydrologic effect from the aspects of rainfall interception of plants, splash erosion reduction and surface runoff control, analyzes the mechanical effect from the aspects of tensile strength of single root of plant, root - soil interaction, root - soil composite and slope stability and finally approaches to the future development orientation of slope protection by vegetation

    從植物的截留降水、削弱濺蝕和抑制地表徑流等方面分析了植被護坡的水文效應，並從植物單根抗拉強度、根土相互作用、根土復合體及邊坡穩定分析等方面分析了植物護坡的力學效應，最後探討了植被護坡的發展方向。
  5. Simulation studies on stability of slope with contact element

    接觸單元對邊坡穩定分析影響的模擬研究
  6. Generalized limit equilibrium method for slope stability analysis

    一個用於邊坡穩定分析的通用條分法
  7. An integral method ( two dimensional search - hv ) for the stability analysis of soil slope, which searches for the most dangerous sliding circle by combining the horizorltal and vertical searching methods was proposed

    摘要條分法用於邊坡穩定分析時，計算結果的精度依賴于所劃分的土條數量和土條寬度。
  8. Because of this, this text has described the method of routine deterministic analysis which is include mainly : coefficient transmission and bishop method and also described the basic principle of reliability theory, the method and the application that mainly conclude monte - carlo method, reliability index method and statistical analyses, and according to the research on the two method through examples it is suggested that we should adopt reliability method besides deterministic analysis in slope stab ility analyses. for those two methods can refill and check with each other

    基於此，本文對常用定值分析法進行了論述，主要包括：傳遞系數法與畢肖普法；對可靠性理論的基本原理、方法及應用作了論述，主要有：蒙特卡洛法、可靠指標法與統計矩法，並用實例對兩種方法進行對比研究，建議在邊坡穩定分析中除採用定值法外，應同時採用可靠性分析法，兩者相互補充、校核。
  9. Rocky slope stability analysis taking into account seepage

    考慮滲流作用的巖質邊坡穩定分析
  10. The combination of comprehensive safety factor method and reliability method is much advantageous than the single safety factor method in the analysis of slope stability

    綜合安全系數和可靠度方法進行邊坡穩定分析比單一採用安全系數法具有明顯優勢。
  11. The landslide feature of the expansive soil is analyzed. the stability of the expansive soil slope is largely dependent on the weal link. the slope stability analysis of the expansive soil should consider the weathering, so all the analysis should be classified to two different types : weathered layer and non - weathered layer

    對膨脹土路塹邊坡滑坡特點進行了分析，指出膨脹土邊坡主要受軟弱結構面控制，提出了膨脹土邊坡穩定分析應分為風化層和深層未風化層的方法，並建議了不同部位土的抗剪強度指標取值方法。
  12. A new method for the slope stability analysis of foundation pit considering seepage

    考慮滲流的基坑邊坡穩定分析
  13. The thesis which applied genetic algorithm combined with sweden arc method to analyze edge slope stabilization has made achievements. comparing former program, it rapids operation rate and makes user interface clearer with vb. 6. 0

    本文利用遺傳演算法結合瑞典圓弧法進行邊坡穩定分析，取得了較好的效果，與以往的程序相比，提高了運算的速度，用vb6 . 0編程，使用戶界面更加清晰，便於應用。
  14. This paper focuses on a discussion of following issues through a combined of theoretical analysis and numerical calculation, and of theory - oriented, engineering analogy, experience and quantitative test. the stability analysis of slopes of deep foundation pit ; checking caculation of tensile breaking limiting condition of soil - nailing, grouting nail sheath anchored limit condition, rising of bottom of foundation pit and piping. measures are proposed for applying this method to slit stratification in disadvantage geologic

    本文介紹了土釘支護技術的發展及作用機理，並結合工程實例，採用以理論為基礎，重點研究探討了土釘支護在深基坑邊坡穩定分析、土釘抗拉斷裂極限狀態驗算、整體穩定性驗算、注漿釘包裹體錨固極限狀態驗算、基坑底隆起驗算、抗管涌驗算等方面設計計算方法，並提出了在其它不利地質環境中採用土釘支護應採取相應的措施。
  15. At present, limit equilibrium method of slope analysis is the most pervasive way

    目前，邊坡穩定分析及工程治理措施的設計基本上是基於極限平衡方法。
  16. All these have the theoretical meaning and applicable value, and also present useful reference to the slope stability analysis, slope disaster prediction and slope control etc. under unstable seepage

    可為非穩定滲流下邊坡穩定分析、滑坡災害預報和邊坡治理等方面提供有用的參考，具有一定的理論意義和使用價值。
  17. The determination of potential downslide surface is one of the most important content, so a method is brought forward. based on the result of 3d nonlinear finite element analysis, a method to determinate the potential downslide surface and safety factor for analyzing sliding force has been put forward

    邊坡可能下滑面的確定一直是邊坡穩定分析的一個重要內容，本文提出了根據三維非線性有限元穩定分析結果確定邊坡可能滑裂面及指定安全系數的下滑力的分析方法，為邊坡加固提供參考。
  18. At present, limit equilibrium method is one of the conventional slope stability analysis methods. it ca n ' t consider nonuniformity of mechanical characteristic of landslide body and its rock bed and the effect of stress distribution on the gilding surfaces, since the rigid body assumption is adopted in this method. furthermore, this method ca n ' t accurately consider inactive forces between slices

    目前常用的邊坡穩定分析方法中的極限平衡法由於採用了剛體假定，無法考慮塌滑體及其基巖力學特性的不均勻性和滑動面上應力分佈的影響，此外還不能準確考慮條塊間的作用力，而另一種常用的邊坡穩定分析方法? ?常規有限元分析方法，當滑動面全部處于屈服狀態或邊坡的實際抗滑穩定安全系數小於1時無法求解。
  19. The safety factor method is often adopted to evaluate the slope stability, but it does not take the randomicity and discreteness of geotechnical parameters into good consideration, which often results in the conservative result and unsafe declination. however, the method of reliability can remedy the defect effectively

    在邊坡穩定分析中一般以安全系數法作為邊坡穩定性的評價方法，但由於其沒有很好地考慮巖土參數的隨機性和離散性，經常出現設計值過于保守和存在不安全的傾向，而可靠度方法可以有效地彌補這一缺陷。
  20. Interface element method and criterion for stability analysis of high slopes in three gorges shiplock

    三峽船閘高邊坡穩定分析的界面元法與評判準則
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