樁群 的英文怎麼說

中文拼音 [zhuāngqún]
樁群 英文
bundle of piers
  • 樁 : Ⅰ名詞（樁子） pile; pole; stake Ⅱ量詞（用於事情）
  • 群 : Ⅰ名詞（聚在一起的人或物） crowd; group Ⅱ量詞（用於成群的人或物） group; herd; flock
  1. Different situations, single - pile raft, four - pile raft and nine - pile raft, are calculated with cpri. with the computing results, the variation of the raft settlement, pile counterforce, soil counterforce and pore pressure at different time are analyzed, which agree with the general rule and show the contribution of soil consolidation on the interaction

    本文利用cpri分別對單樁承臺、四樁承臺和九樁承臺的工作性狀進行了計算分析，模擬樁基的沉降發展過程和不同時刻土體中的孔壓、樁身荷載、承臺底面土體反力的變化，分析了群樁承臺的荷載在各樁頂的分佈。
  2. The news titillated the curiosity of the public.

    這樁新聞引起了群眾的好奇心。
  3. As the pile group with variant pile diameters and pile lengths differs in composition from the conventional pile group with identical single piles, the combined action of engineering piles and fender piles is most important for mechanism of the technique of one pile with three usages

    由於樁長、樁徑不同的樁組成的群樁與傳統的由幾何條件相同的樁組成的群樁在構成的形式上有所不同，因此圍護樁與工程樁共同作用理論是「一樁三用」技術中需要重點研究的內容。
  4. The villagers knew this was a big event and were turning out in numbers.

    老百姓都知道這是樁大事，都成群地出來觀看。
  5. Landslide resistance mechanism and application of deeply buried and stage variation cluster piles

    深埋式變階群樁抗滑機理與應用研究
  6. Fem - based nonlinear contact analysis of pile - group soil in digang large - span project

    荻港大跨越群樁土非線性有限元接觸分析
  7. The natural periods of formal six modes were advanced researched, the floor panel is assumed to be elastic, contrast with the results, first time it ' s found that the third natural period has a small affection considering sshsti. when the axial loads on piles are considered, the other periods in the formal six modes have relative percent variation from 30 % to 60 %, and the relative percent changes small considering different ground

    對比分析發現，體系前六階振型中，考慮樓板彈性假定的地基基礎與結構共同作用對第三振型固有周期基本不存在影響，當地基中的群樁考慮軸力時，其它固有周期增大在30 %至60 %之間，且不同地基之間的差異變化較小。
  8. The expressions of displacement fields of dorsal and frontal surface for two piles, row piles and group piles are derived. the solution taking into consideration the effect of construction sequence of jacked pile accords with the actual engineering

    該式考慮到了沉樁施工順序的影響，較各樁的簡單疊加更符合工程實際情況，而且能夠簡化為不考慮施工順序的靜壓群樁擠土位移場的解答。
  9. In combination with the work of < the design and technical construction rules of flexible dolphin pier in port engineering > of designing institute of water transport of transport, the data of some typical experiments of domestic and international pile foundation were analysed emphatically. through comparion of the relation of p - y curves between single pile and pile group under lateral loading and lateral reciprocating loading, the experience formula of p - y curve of single pile under reciprocating loading role is put forward

    本文結合中交水運規劃設計院《港口工程柔性靠船墩設計與施工技術規程》的編制工作，著重分析了國內外幾組典型的試樁資料，通過對比水平靜載單樁、群樁和往復荷載單樁p ? y曲線的關系，提出了往復荷載作用下的單樁p ? y曲線的經驗公式。
  10. The revising formula on p - y curves of the back pile subjected to the front pile in sand and the calculation method of laterally loaded single pile and pile groups are put forward. these formulas, which have practical value in piles calculation, are enough to meet piles calculation requirement

    提出了群樁在砂性土中前樁對后樁土反力的影響折減系數公式，研究得出了水平承載樁（單樁、群樁）的計算方法。
  11. Using ansys fea program to analyze the behavior of group pile under lateral load and some useful conclusion are got the result which are got in this thesis will be useful for the design and the use of the pile under lateral load 5

    本文通過實驗提出的對p - y曲線計算公式的修正以及對單樁，群樁抗水平力特性的有限元分析得到的結論對抗水平力樁的設計和工程應用有一定的幫助。
  12. 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。
  13. There is less research about bartered pile and pile group. in this paper the " generalized elastic theory " is proposed to solve the problem

    目前對于斜樁單樁和有斜樁群樁承載特性的研究，還鮮有文獻報道。
  14. ( 5 ) according to the relative theory of method of code, and connecting the project, compiling computer program, settlements of the pile groups for cast - in - situ piles with expanded branches or plates are carried out and analyzed

    （ 5 ）利用《規范》法中的有關理論，結合工程實例，編制了計算機程序，對擠擴支盤樁群樁的沉降進行計算和分析。
  15. 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。
  16. At last, the resultes are compared with those without adoption of random field model and the reliability of pile foundation under vertical load is systematically studied. the conclusion is that the interaction of piles group - soil - pile cap has great effect on the reliability of the pile foundation

    並與未採用隨機場模型的計算結果相比較，對豎向荷載下樁基可靠性進行了較系統的研究，說明樁群?土?承臺相互作用的特性對整個樁基礎的可靠度有很大影響。
  17. At the same time, the corresponding programs on the above two methods can be compiled in frotran90 respectively, which are used to analyze the influence of several factors on behaviour of barrette pile group and barrette pile group - soil - cap interaction, including collocation of pile, ratio of length to width, pile spacing, ratio of depth to equivalent diameter, ratio of modulus of pile to soil, possion ' s ratio, the finite layer, the number of piles etc. lastly a series of model tests on vertically - loaded bahaviour of single pile are made, tests results are analyzed, and the causes of tests failure are preliminarily discussed in this paper

    分析了群樁布置形式、長寬比、樁與樁之間的相對距離，樁徑比、樁土剛度比、泊松比、有限壓縮層深度以及群樁根數等因素對壁板樁群樁和壁板樁群樁?土?承臺的相互共同作用問題的影響。論文最後做了一組壁板樁和圓形樁單樁模型試驗，對試驗數據進行了分析，並對試驗中存在的問題進行了初步探討。
  18. In order to study the behaviour of barrette pile group interaction and barrette pile group - soil - cap interaction, the proposed approximate three dimensional method of single pile is extended in this paper. the respective governing load - settlement equations corresponding to barrette pile group interaction and barrette pile group - soil - cap interaction have been derived

    為了研究壁板樁群樁的相互作用和壁板樁群樁?土?承臺的共同作用，本文將壁板樁單樁的近似三維彈性理論法作了進一步延伸，分別推導出了各自的荷載沉降控制方程，並編制了相應的程序。
  19. It is found mat many factors under working load are different between agitation pile composite foundation and plain concrete pile composite foundation, and analyze the reasons, describe the factors of two composite foundations under working load. the second, the module of the ground consisted of construction garbage is inverse analyzed with finite element analysis. then some mechanics rule of rigid pile ( plain concrete pile ) composite foundation is educed

    而對于用粉質粘土填土樁距較小的柔性攪拌樁，樁間土和樁的相對位移很小，樁群和樁間土形成了一個加固整體，應力在樁頂和樁端較集中，大部分的荷載傳到樁端土和下臥層中，起到了很好的擴散荷載的作用。
  20. The consolidation behavior of composite foundation with single column or with columns group was analyzed extensively by the computer program developed, and the mechanism that the column with low permeability can also accelerate the consolidation of soil was illustrated. moreover, a simplified method was proposed for consolidation analysis of layered composite foundation with column of high permeability. finally, a case study was made to show the practical application of this computer program

    用編制的有限元程序對單樁、群樁復合地基的固結變形性狀進行了大量的計算分析，闡述了弱排水樁也能加速地基固結的機理，提出了將強排水樁成層復合地基固結簡化為均質單層復合地基固結的計算方法，並通過工程實例分析說明了該程序在實際中的應用。
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