composite pile 中文意思是什麼

composite pile 解釋
混成樁
  • composite : adj 1 併合的，復合的，混成的，合成的，集成的。2 【建築】混合式的；【造船】鐵骨木殼的。3 【植物；...
  • 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. Displacement formula for composite foundation of composite piles is derived by considering the coaction of foundation soil, broken stone pile, cfg pile and bedding cushion and by applying the theory of elastic - plastic mechanics, which is proper for superstructure being constructed

    運用彈塑性力學知識，同時考慮地基土、碎石樁、 cfg樁和墊層四者的相互作用，推導出了比較切合實際的上部結構動工后組合樁復合地基的沉降計算公式。
  2. Fem analysis of long - short - pile composite foundation

    長短樁復合地基有限元分析
  3. Abstract : with the composite process of root - pile and infilling consolidation by cement injection with foraminate - steel - tube ; good effect has been made in the treat of sideslip of one fly - over bridge. the work machanism and technology of cement injection with foraminate - steel - tube are discussed in following article

    文摘:用樹根樁及帶眼鋼管充填壓密灌漿工藝復合處理某立交橋側移的實踐取得很好實效；對帶眼鋼管灌漿的工藝與機理作了討論，認為其具有廣闊的應用前景。
  4. Based on the close analysis of the influence factors of the vertical bearing capacity, circular aperture extension theory is employed to establish the computing formulas for the pile vertical stress and the foundation vertical bearing capacity, respectively. moreover, with analyzing the features of the calculation parameters such as materials of gunite mortar, jet pressure, diameter of the jet pipe, pile length, pile layout, a design theory for chemical churning pile composite foundation is proposed. then, the variation of the pipe deformation with loads, the deformation coordination of pile and soil are studied

    在此基礎上深入探討了旋噴樁的樁土受力特性及其復合地基的加固機理，從影響旋噴樁復合地基豎向承載力的因素入手，基於圓孔擴張理論給出了樁體豎向應力及旋噴樁復合地基的豎向承載力計算公式;通過對噴射漿液、噴射壓力選取、噴射直徑估算、樁長及樁位設計等各種計算參數的深入分析和研究，提出了一套相應的旋噴樁復合地基設計計算方法;通過計算分析，深入探討了旋噴樁復合地基變形隨荷載變化規律、樁和樁間土變形協調關系、樁土應力比及復合地基壓縮模量的確定，並提出相應的設計方法和修正參數;此外，結合工程應用，對旋噴樁復合地基的施工技術及其現場質量檢測方法進行了較全面的探討。
  5. Pile - net composite foundation has some merit in building up the reinforcement of composite foundation simultaneous in vertical and horizontal directions, in enhancing the bearing capacity of foundation soil, and minishing the non - uniform settlement, especially controlling the phenomenon of vehicle dumpping on bridge head in the foundation treatment of transitional segments which is proved by practice

    摘要實踐證明，樁網復合地基同時具備豎向增強體復合地基與水平向增強體復合地基的加固優點，能很好地提高地基土體承載力，減小不均勻沉降，特別是橋頭過渡段地基處理中能有效控制「橋頭跳車」現象的產生。
  6. Design of the composite foundation with long - short - pile

    長短樁復合地基設計計算
  7. Study on characteristic of cfg pile composite foundation

    樁復合地基的特性研究
  8. Numerical study of the long - short - pile composite foundation

    長短樁復合地基數值分析
  9. Settlement analysis of cfg pile composite foundation

    樁復合地基沉降分析
  10. Research on load transfer law of cement - soil composite pile

    水泥土組合樁荷載傳遞規律研究
  11. Reflections on design of composite pile foundations in nanjin district

    南京地區復合樁基設計思考
  12. Study on partial factors of bearing capacity for composite pile foundation

    復合樁基豎向承載力分項系數研究
  13. Research on reliability of the composite pile foundation settlement calculation

    復合樁基沉降計算的可靠度研究
  14. Method of optimization design and practical engineering checking of composite pile foundation

    復合樁基優化設計方法與工程驗證
  15. Steel composite pile

    復合鋼樁
  16. Optimal design and applied example of composite pile foundation based on settlement control method

    以沉降控制復合樁基的優化設計及其應用實例
  17. Safety factor of composite pile foundation designed based on ultimate bearing capacity of single pile

    按單樁極限承載力設計復合樁基時的整體承載力安全系數
  18. Reliability analysis of design method of composite pile foundation according to ultimate bearing capacity of single pile

    按單樁極限承載力設計復合樁基方法的可靠度分析
  19. The distance between routine piles foundation is oversized in order to use soil ' s supporting capacity and think over the pile - soil ' s combined supporting capacity. this pile foundation is called composite pile foundation

    為了發揮樁間土的承載能力，考慮樁土共同承擔荷載，常規樁基的樁距被加大，這種樁基稱為復合樁基。
  20. Based on my investigation and actual settlement measurement of pile foundation done by the testing center of jiangsu province on site, i made a conclusion : the strength and deformation of the original design could satisfy the standard requirement with composite pile foundation theory, and strengthening was not required

    在現場調查和省檢測中心的沉降實測基礎上，經過對樁基設計的分析，採用了復合樁基理論，得出結論：原設計強度和變形能滿足規范要求，毋需進行加固處理。
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