坡度折減 的英文怎麼說

中文拼音 [pōdùzhéjiǎn]
坡度折減 英文
compensation of grades
  • 坡 : Ⅰ名詞（地面傾斜的地方） slope Ⅱ形容詞（傾斜） sloping; slanting
  • 度 : 度動詞[書面語] （推測; 估計） surmise; estimate
  • 折 : 折動詞[口語]1. （翻轉） roll over; turn over 2. （倒過來倒過去） pour back and forth between two containers
  • 坡度 : falling gradient; slope; inclination; declivity; pitch; batter
  1. At last, the finite element method, the strength reduction method and limit equilibrium method, nature slopes and excavation slopes, lateral stress unloading model and axial loading model are analyzed and discussed relatively

    最後，就有限元法、強度折減法和極限平衡法，自然邊坡與挖方邊坡，圍壓卸荷應力路徑模型分析與軸向加荷應力路徑模型分析進行了比較討論。
  2. Study on slope failure criterion based on strength reduction and gravity increase method

    基於強度折減和重度增加的邊坡破壞判據研究
  3. 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。
  4. 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
  5. At the same time the new method ascertaining the location of the critical sliding surface of slope is presented in this paper according to the plastic zone graph at the time of land slide body sliding

    在用有限元強度折減法求解邊坡穩定安全系數的同時，文中提出了一種利用滑坡體破壞時刻的塑性區圖確定邊坡臨界滑動面的方法。
  6. The analysis of slope stability by using strength reduction fem in software ansys. the safe coefficient and the glide of the slope is base on the judge criterion of the development of the plasticity area

    採用有限元分析軟體ansys ，結合了強度折減理論，在基於塑性區開展的評判標準下，對邊坡體的穩定性進行模擬分析。
  7. Application of three - dimensional strength reduction fem in slope

    有限元強度折減法在三維邊坡中的應用研究
  8. Slope stability analysis by strength reduction fem

    用有限元強度折減法進行邊坡穩定分析
  9. 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。
  10. Stability analysis of a reservoir slope with the method of fem strength reduction

    用有限元強度折減法對某岸坡進行穩定性分析
分享友人
分享到 Line

分享到臉書