limit analysis method of slope stability 中文意思是什麼

limit analysis method of slope stability 解釋
土坡穩定分析土坡穩定極限分析法
  • 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
  • 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）。
  • method : n 1 方法，方式；順序。2 （思想、言談上的）條理，規律，秩序。3 【生物學】分類法。4 〈M 〉【戲劇】...
  • of : OF ＝Old French 古法語。
  • 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。
  1. 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。
  2. Limit analysis method of slope stability

    土坡穩定極限分析法
  3. 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
  4. 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。
  5. 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。
  6. 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
  7. 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。
  8. 2. taking five representative casualty loess landfalls on the house side - slope as examples, applying the method of limit analysis of soil plasticity and the ultimate equity method, the equation of the stability and gradient of the landfall is derived

    2 .以5個典型宅基邊坡傷亡性黃土崩塌為例，利用塑性極限分析和極限平衡法，推導出了此類黃土崩塌的穩定性與其坡度之間的關系。
  9. 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。
  10. The layer analysis model of the three - dimensional limit equilibrium analysis of slope stability based on the similar mechanics of bishop ' s method and spencer ' s method, and the corresponding concepts of image of slide resistance factor spectrum of slide resistance factor n image of pull force distribution and spectrum of pull force distribution are introduced

    在此基礎上，介紹了以類似bishop法和spencer法的力學假定為條件的三維極限平衡的層分析模型，以及抗滑系數圖、抗滑系數譜、推力分布圖和推力分佈譜的概念。
  11. Third, modeling and calculating of blast scheme : modeling and calculation of blast were made with nonlinear dymanic fem software - dyna2d. the effect rule of blast on slope stability was summarized. fourth, analysis and calculation of rock slope stability : the sarma method of limit equalibrium and fem method were used to analyzed the stability of rock slope in the test road part

    爆破方案模擬計算：採用非線性動態有限元dyna2d程序，對所做爆破方案進行數值模擬計算，總結爆破對邊坡的穩定性影響規律；邊坡巖體穩定性計算與分析：利用極限平衡分析的sarma法利數值分析的有限單元法，對實驗路段的巖質邊坡進行穩定性分析。
  12. Firstly, through the research of slope stability analysis method on slice mode and response surface method, finite element method in classical response surface method is replaced by iterative calculation process of implicate stability coefficient expression on slice mode, while aiming at that there is no explicit expression in slope reliability calculation and the specialty of stability coefficient calculation method and classical response surface method. then confirm the limit state equation of slope reliability analysis on slice mode

    首先，本文通過對邊坡穩定性分析方法條分理論和響應面法的研究，針對邊坡可靠性計算往往沒有明確的解析表達式，以及穩定性系數計算方法和傳統響應面法的特點，將響應面中的有限元數值模擬以條分模式中穩定性系數隱式方程的迭代計算方法代替，確定條分模式下的邊坡可靠性計算的極限狀態方程。
  13. The paper points out the factor of safety by means of finite element method, the strength reduction method and limit equilibrium method decreases in turn. according to analysis of the strength reduction method, the stability of the cutting slope is less than the stability of nature slope. according to the results by the finite element method, the factor of safety calculated by axial loading stress - strain model is less than the factor of safety by lateral unloading stress - strain model

    表明有限元法、強度折減法、極限平衡法得出的安全系數依次降低；依據強度折減法分析，相同條件下，挖方邊坡的安全系數較自然邊坡的安全系數小；依據有限元西安理工大學碩士學位論文法分析，軸向加荷應力路徑模型確定的安全系數較圍壓卸荷應力路徑模型確定的安全系數小。
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