條分法 的英文怎麼說

中文拼音 [tiáofēnfǎ]
條分法 英文
finite slice method
  • 條 : Ⅰ名詞1 （細長的樹枝） twig 2 （條子） slip; strip 3 （分項目的） item; article 4 （層次; 秩序; 條...
  • 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
  • 法 : Ⅰ名詞1 （由國家制定或認可的行為規則的總稱） law 2 （方法; 方式） way; method; mode; means 3 （標...
  1. Fellenius method of slices

    費紐倫斯條分法
  2. It is shows that the mode of the finite element method with the bishop method is better than general modes

    結果說明，有限元法與條分法相結合能充分考慮非穩定滲流期滲流力對土壩穩定的影響，比常規方法更符合實際情況。
  3. We not only carefully discuss the clay ' s nature, its anti - sheer intension, the exponents of anti - sheer intension and the water pressure of the hole in clay, but also study varies analysis methods such as sweden strip method, stability coefficient method and bishop ' s simplified method of arc slice. finally, we thoroughly discourse upon the method of none arc slice in slope analysis

    論文中對粘土的抗剪強度特徵、粘性土抗剪強度指標的選擇應用和孔隙水壓力等問題進行了分析，同時對分析土坡穩定性的瑞典條分法、穩定數法、圓弧滑動面的畢肖普法以及對非圓弧滑動面的土坡分析方法進行了細致深入的闡述和分析。
  4. In this paper, based on the analysis of the rlem of theory foundation, computing method, preference, applicability, etc, we anatomized the rlem of three self - deficiencies and six scarcities. moreover, we adopted the parallel ways of contrasting the rlem with the fem and applied it to analyzing the impact of slide block of elasticity and plasticity, slip surface of coefficient and slip bed of elasticity, plasticity upon the stability of slope and in the plain linearity slope, the plain refracted line slope and the plain arc slope. in addition, we discussed the warp of between the lem of ( sarma, janbu, order, bishop, morgenstera - price, etc ) and the fem of result and the distributing of positive stress and shear stress on the slip surface

    本文從剖析剛體極限平衡法的理論基礎、計算方法、參數選取、適用條件等方面入手，剖析了剛體極限平衡方法的3點自身缺陷和6點不足，並在此基礎上採用了剛體極限平衡法（平面滑動破壞法、 sarma法、傳遞系數法、普遍條分法、 janbu法、 bishop法、 morgenstern - price法）與大型有限元法對比研究的方法，分析研究了平面直線型滑坡、平面折線型滑坡、平面圓弧型滑坡在漸進破壞中邊坡的滑體彈塑性參數、滑麵塑性參數） 、滑床的彈塑性、以及極限平衡法無法考慮開挖應力釋放等因素對邊坡穩定性的影響與滑動面上的正應力、剪應力分佈規律、安全系數的解答的差異。
  5. Generalized limit equilibrium method for slope stability analysis

    一個用於邊坡穩定分析的通用條分法
  6. Janbu general slice method

    揚布普遍條分法
  7. Calculation of safety factor for slope stability analysis with polygon elements

    邊坡穩定性任意條分法分析中安全系數的計算
  8. Combination of slices method and fem for slope stability analysis of foundation pit under the seepage condition

    條分法與有限元法相結合分析滲流作用下的基坑邊坡穩定性
  9. In order to analyze the stabilization of slope, swedish slice method has been improved

    文中根據該結構的受力情況對瑞典條分法進行了改進，對路堤邊坡進行了穩定性分析。
  10. 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。
  11. The paper studies systematically some methods which are applied to analyze the whole stability safety coefficient fs of soil - nail bracing, and discusses the merit and short - comings of the vertical limit slice methods

    本文系統的研究了用於分析土釘支護結構整體穩定安全系數f _ c的多種方法，指出了垂直極限條分法的優缺點。
  12. The treatise elaborates some methods to make use of the slice method and limit equilibrium theory to calculate the stable safety coefficient of dam slope, and some mathematics equations, which depend on iteration of computer program to solve

    摘要本文闡述了利用「條分法極限平衡原理」計算土壩（堤）邊坡穩定安全系數的方法，並建立了藉助計算機程序迭代求解的數學方程。
  13. Thorough research about nowadays theorems and calculating methods of deep foundation pit bracing, pointed out problems and shortcomings about present methods, developed finite layer method, figured out a new theorem - - divided - strip method

    對現有深基坑支護理論及計算方法進行了深入的研究，指出了現有方法存在的問題與不足，發展了有限層法，提出了條分法有限單元法的計算理論。
  14. By thoroughly analyzing the methods on slope stability of high rock - filled embankment, in this paper, a new kind of composite evolutionary algorithm is formed to search the critical slippage surface and also discussed in this paper is a new way to simplify the procedure of general slice method for stability analysis

    本文還通過對目前國內外高路堤邊坡穩定性分析方法的綜合分析和深入探討，簡化了極限平衡法中的通用條分法的求解過程，並結合現代優化方法，提出一種新型的混合演化演算法對高填石路堤邊坡臨界滑動面進行搜索。
  15. The field of water distribution is obtained by finite difference method, then it is transformed into weight field and strength field or the field of suction distribution. the safety factor of slope during the infiltration time is calculated by slice method according to the actual weigh field and strength field

    在有限差分法求得土坡水分分佈的基礎上，提出了用條分法計算土坡在降雨入滲各個時刻安全系數的思路：把水分分佈場轉化為邊坡的基質吸力分佈場（強度場）和重量場，用邊坡的實際重量場和強度場來進行安全系數的計算。
  16. Circle slices method, with its simple principle and brief formula, is still popularly applied in assessment of earth slope stability. however, it exists two aspects of weakness in practical application. the first is difficult to search the most possible sliding surface ; the second is complicated to deal with slices

    圓弧條分法目前依然是工程中常採用的土坡穩定性分析方法，其原理簡單，公式簡潔，但在具體應用時，存在兩方面的困難：一是潛在滑動面不易確定；二是分條使計算過程較為復雜。
  17. Separately select and use the slice method based on rigid body theory of ultimate equilibrium and the ai theory based on neural network to justify loess side slope stability and finite element numerical stimulation based on elastoplastic theory to further research the factors of slope failure and deformation mechanism of landslide

    分別採用基於剛體極限平衡理論的條分法和基於神經網路的人工智慧理論判別黃土邊坡穩定性；又採用基於彈塑性理論的有限元數值模擬，進一步探討了黃土地區邊坡失穩的影響因素及其滑坡變形機制。
  18. Theorems and practices both verified that, among all methods on solving pile structure under horizontal loads, divided strip finite layer method have more virtues. the results can be obtained very easily with less data and calculating accuracy can be also controlled. this method affected the bracing engineering greatly and was suitable for engineering under complex geological conditions

    理論與實踐證明，在解決樁結構水平抗力計算中使用條分法有限單元法具有有限單元法的優點同時具有演算法簡單處理數據少、可控計算精度等優點，對于支護工程有較大的指導意義，適合在地理條件復雜的深基支護工程中推廣採用。
  19. Based on the mode of the finite element method and the bishop method, this article analysed the stability of the dam reach slid surfacely in the period of unsteading infiltration in the case of yuecheng reservoir, then contrasted the mode with general modes

    摘要採用有限元法與條分法相結合的方式，以岳城水庫主壩為例，對淺層滑坡壩段進行了非穩定滲流期的穩定分析，並與常規方法進行了對比。
  20. The main factor and the judgement method of landslide stabilty are analyzed in the paper. the use condition and calculation process of landslide stability theory on circular arc slide plane, single plane slide plane, fold slide plane and bishop slice method are expounded in the paper. the calculation evaluation of landslide stability and the calculation of landslide thrust are also descibed in detail

    論文分析了影響滑坡穩定的主要因素和滑坡穩定性的判斷方法，重點對圓弧形滑動面、單一平面滑動面、折線形滑動面、 bishop條分法等不同滑坡模式的滑坡穩定性理論計算方法的使用條件和計算過程作了詳盡的闡述，對滑坡穩定性計算評價和滑坡推力計算進行了詳細說明。
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