slope stability analysis 中文意思是什麼

slope stability analysis 解釋
邊坡穩定分析
  • slope : n 1 傾斜，坡度；坡，斜坡，斜面；【印刷】斜體。2 【軍事】掮槍的姿勢。3 【數學】斜率。4 【礦物】斜...
  • stability : n. 1. 穩定，穩定性，穩度。2. （船等的）復原力。3. 鞏固；堅定，持久不變。
  • analysis : n. （pl. -ses ）1. 分解，分析；【數學】解析。2. 梗概，要略。3. 〈美國〉用精神分析法治療（＝ psychoanalysis）。
  1. 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
  2. An extension of simplified bishop method and its application to non - circular slip surface for slope stability analysis

    法的擴展及其在非圓弧滑面中的應用
  3. 2. rock mass structure analysis and stereographic projection are basic methods in rock slope stability analysis. this paper used these methods to analyse the stability of the fourteen slopes based close geological investigation and engineering analogy, and get some scientific conclutions

    2 、赤平投影法和巖體結構分析法是邊坡巖體穩定性分析的基本方法，經過詳細地質調查和工程類比，本文運用這些基本方法對沿線的14個高陡邊坡進行了穩定性分析，得出了較為科學的結論。
  4. Road cutting of expansive soil side slope stability analysis and engineering countermeasure

    膨脹土路塹邊坡穩定性分析及工程對策
  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. 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
  7. 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
  8. Development and application of slope stability analysis software with the generalized wedge method

    廣義楔形體法邊坡穩定性分析軟體的開發與應用
  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 effect of choosing calculating boundary on the accuracy of slope stability analysis under seepage

    計算邊界范圍的選取對滲流作用下邊坡穩定性分析精度的影響
  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. The last conclusion indicates that fem is feasible, and dem, which points out a new approach for the slope stability analysis, is reasonable. the slope condition forecast based on ann is studied deeply

    研究表明，有限元法是切實可行的，干擾能量法是合理的，且推導和運算比較簡便，為滑坡穩定分析指出了一個新的思路，具有廣闊的發展前景。
  13. All water conveyance and water discharge structures are designed to locate at right bank strip ridge, due to special topography and land form. large excavation area and steep slope raising from close plan locations of adjacent structure lead to slope stability. in general, slope stability analysis and treatment are concerns of zipingpu project

    由於其特殊的地形、地貌，工程的各輸、泄水建築物共7條隧洞均布置在右岸條形山脊內，各相鄰建築物進出口的平面位置距離較近，開挖范圍大、坡度高且陡，存在著大量因開挖而形成的高邊坡穩定問題。
  14. 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
  15. Generalized 3d limit - equilibrium method for slope stability analysis and its application

    邊坡穩定性分析的三維極限平衡法及應用
  16. According to the original work on the stability problem of the left side of the river and the elementary analysis on the model of geological mechanism, two section planes of rock group t33 and j have been chosen to carry out the stability evaluation ( the slope stability analysis utilized the sarma program ), both of which have the different rock characters. when loads are calculated, the internal force, underground water, earthquake force, their combination and measure to deal with anchorage force infliction are also considered

    根據左岸邊坡穩定問題的前期工作和地質力學模式的初步分析，並結合工程地質條件調查，選取巖性構成不同的t33巖組和j巖組的兩個剖面分別進行穩定性評價（邊坡穩定性分析採用sarma程序進行） ，計算載荷考慮了自重、地下水、地震力及其組合以及施加錨固力的處理措施。
  17. Through the description of limit equilibrium state and slope stability analysis by strength reduction fem, the safety factor is got, at the same time, the critical failure surface is found automatically. these conclusions testified that this method is practicable if there are detailed investigation, reasonable model and favorable software

    通過與傳統穩定性計算成果的對比分析，表明：只要調查充分，模型合理，加上良好的計算分析程序，對非貫通性節理巖體高邊坡的穩定性評價，有限元強度系數折減法是確切可行的。
  18. The slope stability analysis model is developed on the basis of the virtual work principle, where the rock stratification planes and the adverse discontinuities are incorporated

    功能平衡方程中僅有安全系數一個未知數，條塊底部和界面上的法向壓力和切向摩擦力並不出現，求解大為簡化。
  19. 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。
  20. Application of strength reduction fem to yuanjiang - mohei expressway cut slope stability analysis

    有限元強度折減法在元磨高速公路高邊坡工程中的應用
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