battered pile 中文意思是什麼

battered pile 解釋
斜村
  • battered : adj. 1. 打扁了的，打垮了的，敲碎了的。2. 用舊了的。3. （因生活困難等）憔悴的，消瘦的。
  • pile : n 1 軟毛，絨毛；毛茸。2 （布、絨的）軟面。vt 使起絨。adj d 有絨毛的。n 痔瘡；〈pl 〉痔。 blind pi...
  1. First, the generalized elastic theory is employed into in single pile analysis. the degeneration solution is accordant with poulos " results. analyzing the load - displacement behavior of the battered pile, the results agree well with meyerhof ' s model experiments and zhanglm ' s centrifuge experiments

    對于直樁，退化為彈性理論的計算結果同poulos的結果一致，退化為荷載傳遞法與他人的結果基本吻合；然後研究了斜樁的荷載-變形特性，把公式用於計算meyerhof的模型試驗以及zhanglm的離心機試驗的荷載-位移關系，發現同試驗結果吻合較好。
  2. The model is called " generalized elastic theory " in this paper, which can take the plastic behavior of the soil around the pile into account, and also can analyze the battered pile and pile group

    這種方法可以考慮樁周土的塑性和樁-樁相互作用，還可以分析斜樁以及有斜樁的群樁。把廣義彈性理論法用於單樁分析，建立了相應的模型和公式。
  3. Battered pile and pile group are generally used in bridge, wharf and foundation of transmission power

    斜樁以及有斜樁群樁廣泛應用於橋梁、碼頭以及大型輸電線路基礎等。
  4. Under the vertical load, the vertical pile group has bigger bearing capacity than the battered pile group. under lateral load, the positive battered pile group has bigger bearing capacity than the vertical and negative battered pile group. both model experiments and prototype experiments are conducted

    與單樁類似，豎向受荷直樁群樁承載力比斜樁群樁大；水平受荷群樁， 「正斜」單樁組成的群樁比直樁群樁和「負斜」單樁組成的群樁的承載力大。
  5. Then the author gives the method to determine the parameters of the generalized elastic theory. computing examples show that the bearing capacity of the piles depend on the load inclination and the pile battered angle. under the vertical load, the vertical pile has bigger bearing capacity than the battered pile

    算例表明，豎向受荷直樁比斜樁有更大承載力；水平受荷單樁， 「正斜」斜樁有較大的承載力， 「負斜」斜樁承載力較小，直樁居中。
  6. Under the lateral load, the positive battered pile has bigger bearing capacity than the vertical and the negative pile. the allowable settlement of the pile head is suggested and the vertical pile can bear load with inclination of less than 10, and the battered pile bearing vertical load can be angle of less than 10. then the paper employed the generalized elastic theory in pile group, considering the interaction between pile - soil

    就樁頂的豎向沉降而言，樁身的微小偏斜（小於10 ） ，對豎向受荷樁的正常使用沒有明顯的影響；傾角太大的斜樁承受豎向荷載的能力有所減少；直樁可以承受一定傾角（小於10 ）的傾斜荷載，這時的傾斜荷載對樁頂的沉降影響較小，但樁頂水平位移增加比較明顯。
分享友人
分享到 Line

分享到臉書