limit slope 中文意思是什麼

limit slope 解釋
極限坡度
  • limit : n. 1. 界限，界線；邊界。2. 極限，限度；限制。3. 〈pl. 〉范圍，范域。4. 限價；限額；賭注限額；獵物限額。vt. 1. 限制，限定。2. 減少。adj. -able
  • 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...
  1. 3d limit analysis of stability of high slope at intake of huge hydropower station

    水電站進水口高邊坡穩定性三維極限分析
  2. The thought of slope safety and landslide prevention based on risk management processes is discussed from the risk factors identification, risk assessment, risk control, and risk prevention measures of the landslide in this paper, and it is pointed out that the risk management technique is a efficient method, which helps manager to cope with the possible risk preparedly and rationally and to adopt measures to reduce the risk in a maximum limit and finally to avoid and reduce the loss of property finally

    從滑坡的風險因素識別、風險評價、風險控制、滑坡風險防範措施等風險管理流程入手，對基於風險管理技術的邊坡安全與滑坡預防思想進行了論述，指出應用風險管理技術是幫助管理者有準備地、理性地面對所可能遇見的風險，並採取措施最大限度地減少風險，最終減少或避免財產損失和人員傷亡的預防手段。
  3. Generalized limit equilibrium method for slope stability analysis

    一個用於邊坡穩定分析的通用條分法
  4. 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。
  5. Third, it puts forward the logarithmic spiral failure surface bishop steep reinforced slope limit equilibrium stability analysis method. this method is used to calculate the engineering living example and compared with the calculations of the engineering living example and compared with the calculations of the swedish circle method and proved applicable

    第三，本文針對加筋陡坡潛在破裂面矢徑隨路堤深度而增加的特點，提出用對數螺旋線作滑動面的畢肖普法進行穩定分析，編制了穩定分析程序，並對工程實例進行了分析計算，將計算結果與瑞典圓弧法分析進行比較。
  6. With hsmr stability classification and extreme limit evaluation, k23 + 850 and k28 + 500 ' s slope stability are very bad

    通過對典型邊坡的hsmr穩定性分級及極限平衡法定量評價，研究發現k23 + 850及k28 + 500處邊坡的穩定狀況都很差，需加大治理力度。
  7. Limit analysis method of slope stability

    土坡穩定極限分析法
  8. Plastic limit analysis of heterogeneous soil slope using finite elements

    非均質土坡的有限元塑性極限分析
  9. Upper bound limit analysis of slope stability by element integration method

    邊坡穩定極限分析的單元集成法
  10. The judgement formula for high and low speed landslide and a new theory of stiffness - effect instability are presented for the instability of planar - sliding slope by the catastrophe theory. it is pointed out that the limit equilibrium stability analysis method of rigidity body has a lot of defects. the relationship between the action of outside environment and the response of slope system is complicatedly nonlinear according to the nonlinear dynamics model of slope evolution built

    針對斜坡平面滑動失穩問題，運用突變理論方法，給出了快速滑坡和慢速滑坡發生的判據，驗證了剛體極限平衡穩定性評價方法有較大缺陷；根據斜坡演化非線性動力學模型，發現斜坡演化過程會出現混沌現象，其通向混沌之路是通過倍周期分叉實現的。
  11. ( 2 ) study on the mechanics mechanism of the calamity caused by the cave of the highway : based on the investigation in detail along the line of the highway in shan - gan loess plateau, the distribution law, the classification and characteristic of hazard of highway cave are presented ; the calamity mechanism of highway cave opposite side slope and road bed is discussed, especially the mechanism of collapsing of the hidden cave in road bed. propose " the effect of hidden corrosion ", etc. 10 kinds send to mechanism of collapsing. based on the principle of limit balance, the formula of the critical treating thickness of hidden cave is put forward as follows : according to different stratum, different size and depth, the calculation of the critical thickness of the hidden cave of roadbed has been carried on

    （ 2 ）公路洞穴的致災力學機理研究：在對陜甘黃土高原區公路沿線黃土洞穴詳細調查基礎上，研究了公路洞穴分佈規律、危害分類及致災特點；公路洞穴對邊坡及路基的致災機理，重點是路基暗穴致塌機理，並提出了「潛蝕效應」等十種致塌機制；利用極限平衡原理導出路基暗穴臨界處理厚度計算公式如下：針對不同地區不同地層，對不同尺寸和埋深的暗穴，進行了路基暗穴臨界處理厚度的計算。
  12. Limit equilibrium method of slope stability

    土坡穩定極限平衡法
  13. There are two main innovate ideas in the dissertation. ( 1 ) supported by the results from the method of limit analysis of soil plasticity and the ultimate equity method, the author proposes the criterion of judging of stability of slope of foundation of a building

    本文的創新點主要有：採用塑性極限分析和極限平衡方法，通過計算，提出了黃土地區宅基邊坡的穩定性評價標準，即人工谷緣的坡度不得大於天然坡度。
  14. 2. reliability of rock slope was done using responding surface method ( rsm ) and monte - carlo method ( mcm ) respectively. reliability index 0 calculated by rsm and mcm are different, which indicates the non - convexity of limit state curved surface in representation of stability of slope

    採用響應面法（ rsm ）和monte - carlo法（ mcm ）對邊坡進行了可靠度分析，兩者計算所得的可靠指標存在著一定的差異，這表明：代表邊坡穩定的極限狀態曲面存在著非凸性。
  15. At first, the mechanical model of joint is discussed, and the constitutive relation of the rough joint, especially the bolt - supported joint, is given. then bedding slide of bedding stratified rock slope is studied adopting limit equilibrium method, and a formula of stability is brought forward. at last, the bedding stratified rock slope ' s buckling deformation and failure mechanism and its evaluating method of stability is investigated, a corresponding mechanics model is established, then detail research to this failure mode is made in theory combining the energy law and elastic stability theory of plate and beam, and an analytical solution of the yielding curve is educed from this model

    文中首先對結構面的力學模型進行了一定的探討，提出了粗糙結構面尤其是加錨結構面的本構關系；然後採用極限平衡法，研究了順向層狀巖質邊坡的順層滑動失穩，提出了其穩定性計算公式；最後，結合能量定律和彈性板梁穩定理論，探討了工程中常見的順向層狀巖體邊坡潰屈失穩時的破壞機理、變形規律和穩定性定量評價方法，建立了相應的力學模型，求出了其相應的解析解，並提出了臨界坡長與最大彎曲位置的確定方法。
  16. 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
  17. 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。
  18. The applications of limit balance and finite element method in the associate analysis of slope stability

    軟弱巖土體邊坡穩定性極限平衡和有限元綜合評價分析
  19. This dissertation got the shear strength of sliding surface of slope by back analysis based on limit equilibrium method. the practical results show that this technique has good effect

    採用極限平衡法對邊坡滑動面的抗剪強度參數進行了反分析，具體工程實踐表明該方法能取得良好的效果。
  20. ( 5 ) introduced the shear strength theory of unsaturated ~ oil, program for checking the stability of rock slope under the influence of surface infiltration is worked out by using the limit equilibrium method

    引入非飽和土的抗剪強度理論，運用剛體極限平衡法，研製出了地表入滲影響下的巖坡穩定性驗算程序。
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