組合樁 的英文怎麼說

中文拼音 [zhuāng]
組合樁 英文
built pile
  • : Ⅰ名詞1 (由不多的人員組成的單位) group 2 (姓氏) a surname Ⅱ動詞(組織) organize; form Ⅲ量詞(...
  • : 合量詞(容量單位) ge, a unit of dry measure for grain (=1 decilitre)
  • : Ⅰ名詞(樁子) pile; pole; stake Ⅱ量詞(用於事情)
  • 組合 : 1 (組織成為整體) make up; compose; constitute 2 (組織起來的整體) association; combination3 [...
  1. The comprehensive treatment project of lin jia ya slide el consists of whittling slope, anti - slide pile with anchoring cable, retaining wall, building ground drainages, level ing off and calking slope, vegetation protection etc. after managing, under the action of earthquake load and watery the stability coefficient of slide is up to 1

    林家崖號滑坡的綜治理方案是由削方、錨索抗滑、護坡擋墻、地表排水、整坡填縫、生物防護等多種工程措施優化而成。治理后,在飽水有地震荷載狀態下滑坡的安全儲備系數為1 . 10 。
  2. 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、 cfg和墊層四者的相互作用,推導出了比較切實際的上部結構動工后組合樁地基的沉降計算公式。
  3. Research on load transfer law of cement - soil composite pile

    水泥土組合樁荷載傳遞規律研究
  4. Composite foundation of composite piles is emphasized and widely accepted by all over the country because of its security and economical efficiency

    組合樁地基,由於它的安全性和經濟性,使之在深圳地區乃至全國得到了很大的重視,並且在很多地區正得到推廣和應用。
  5. We conclude that the conjunction intensity between the platform and piles has a prominent impact on the deformation on the surface and there exists the " curtain effect " of the pile that weakens the slide tendency to the sea. it is confirmed the most disadvantageous load cases

    通過數值模擬得到以下結論,承臺與頂連結對碼頭頂面的側向位移影響顯著;存在的「遮簾作用」 ,它在一定程度上弱化了岸坡土體向海方向的位移趨勢;確定出對碼頭穩定性最不利的工況荷載
  6. Bored pile - jet grouting supporting structure

    鉆孔灌注與噴射注漿支護結構
  7. The application of micro - pipe piles sructure in foundation pit reinforced

    微型群結構在基坑加固工程中的應用
  8. The same type of cement - soil mixing pile with concrete core, concrete pile and cement - soil pile that means they have the same pile length and pile diameter is deeply analyzed by finite element program. we get the q - s curve, the axis force of pile body curve, the stress of pile curve and the side and the end sharing load ratio of the pile curve by finite element program. with the help of the finite element program, the paper finds the relations between the pile ' s parameter and its bearing capacity and load transferring properties

    利用有限元計算分析了同比(長相同、徑相同)水泥土組合樁、水泥土攪拌和混凝土鉆孔灌注,得到了它們的荷載沉降曲線、身應力曲線、身軸力曲線、端分擔荷載曲線等,通過這些曲線對它們的荷載傳遞規律以及變形特性進行了深入的分析。
  9. Optimum design model about composite foundation of composite piles is constructed which is under the dual control of bearing capacity and displacement by applying optimization theory

    運用最優化理論,建立了考慮承載力和沉降量兩個控制條件的組合樁地基的最優設計模型。
  10. According to the results of the tests and finite element program, the paper put forward the structure need of the cement - soil mixing pile with concrete core, gives the calculating formula of pile ' s bearing capacity

    根據室內外試驗和有限元分析的結果,提出水泥土組合樁的構造要求和水泥土組合樁豎向承載力計算公式。
  11. The long pile is mainly to control the settlement and the short pile mainly to provide bearing capacity

    採用簡化模型對全短、全長及長短組合樁基礎在豎向荷載作用下的變形特性進行三維有限元分析。
  12. Application and calculation analysis of combined pile composite foundation

    組合樁型復地基計算與應用分析
  13. The engineering practice proved that installation of caz combined steel sheet piles by driving with hammers is rational and feasible and the cost of driving is also effectively controlled

    實踐證明錘擊法施工caz組合樁,其施工工藝是理可行的,其打成本也得到了有效控制。
  14. This paper studies the cement - soil mixing pile with concrete core by experiment and by theory, analyzes the feature of load transferring using finite element method

    本文對水泥土組合樁進行了試驗研究和理論分析,採用有限元法對單的荷載傳遞性狀進行分析,編制了單非線性分析的有限元程序。
  15. This paper investigates the piling characteristics of composite piles, studies the difference of piling engineering between composite piles and uniform piles, and puts forward the mode of composition of composite piles

    摘要探討了組合樁的沉特性,研究了組合樁與均勻在沉時的不同,提出了組合樁方式。
  16. Finite element program of non - linear analysis to pile is made and together with results of building test pile and model test pile, therefore, the feature of load transferring and deformation mechanism were deeply analyzed

    對工程試的靜載試驗結果進行分析,確定單極限承載力。室外模型試驗通過在身埋設測試元件,研究水泥土組合樁荷載傳遞規律以及變形特性。
  17. The cement - soil mixing pile with concrete core is a new soil improvement method, it means that, a concrete core is plugged into cement - soil mixing pile. concrete core pile and the cement - soil mixing pile undertake together vertical load. it appropriately combines the advantages of the precast concrete pile with the cement - soil mixing pile

    水泥土組合樁是在水泥土攪拌之後,水泥土初凝之前,用壓機械將預制混凝土芯壓入水泥土體內,待水泥土凝固后,芯與水泥土共同工作,承受上部荷載的一種新型。
  18. Generation and development processes of upper and under stab wound amount are reasonably analyzed by utilizing slip line field theory. furthermore it points out that it is unreasonable that minor pore expansion theory is applied to the generation and development process

    用滑移線理論較理地分析了組合樁地基上下刺入量的產生條件和變化過程,並且指出了小孔擴張理論應用於此的不可取之處。
  19. Displacement and optimum design about composite foundation of composite piles are studied, which consists of broken stone pile and cfg pile. through analyzing field static test curve, the curve is sectional feature and the ratio of permanent deformation to total deformation is big

    本文主要對組合樁(碎石+ cfg)復地基的沉降變形做了研究,並且對組合樁(碎石+ cfg)復地基的優化設計進行了探討。
  20. The performances of a short pile foundation, a long pile foundation and a composite long - short pile foundation under vertical load have been calculated by using the finite element method, and the results indicates that the composite long - short pile foundation demands fewer long piles and can effectively control the average and differential settlements

    分析結果表明長短組合樁基礎不僅可以大量減少長用量,而且可有效地控制基礎整體沉降和差異沉降,顯示其良好的應用前景。
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