樁承碼頭 的英文怎麼說

中文拼音 [zhuāngchéngtóu]
樁承碼頭 英文
piled quay
  • : Ⅰ名詞(樁子) pile; pole; stake Ⅱ量詞(用於事情)
  • : Ⅰ動詞1 (托著; 接著) bear; hold; carry 2 (承擔) undertake; contract (to do a job) 3 (客套話...
  • : Ⅰ名詞(表示數目的符號或用具) a sign or object indicating number; code Ⅱ量詞1 (指一件事或一類的...
  • 碼頭 : 1 (停船的地方) wharf; dock; hoverport; pier; shipside; jetty; quay 2 [方言] (商業城市) port c...
  1. 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,臺與頂連結對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;確定出對穩定性最不利的工況荷載組合。
  2. Determining and improving the bearing capacity of steel tubular piles for piled wharfs has long been an issue that the engineering field has endeavored to study and solve

    摘要確定和提高高鋼管載力是工程界一直致力於研究的問題。
  3. The stressing mechanism of steel tubular piles is analyzed and the methods to improve the bearing capacity of steel tubular piles under the same working conditions are proposed and described in the light of the construction practice of steel tubular piles for piling wharfs for many years

    結合多年來的高鋼管基的施工工程實例,分析了鋼管的受力機理,介紹了在同等條件下提高鋼管載力的方法。
  4. The further research in port engineering pile foundation is considered to be important of such as behavior and bearing capacity of laterally loaded single piles and pile groups, and the functional mode of wharf foundation pile under flood tide torrent, and load - deflection curve, and negative skin friction along the pile, et al. the bearing capacity and the negative skin friction of port engineering piles are analyzed, to satisfy port engineering development demand better

    在港口基工程領域,港口工程水平載(群)的工作性狀以及載力計算方法,漲潮急流等動態荷載作用條件下的受力性狀,的作用荷載與變位趨勢關系、的負摩擦等問題都要求作進一步的研究。本文致力於以港口工程基為主要研究對象,對港口工程(群)基水平載力和負摩擦力進行研究,以更好地滿足港口工程建設需要。
  5. In recent years, evident deformation of shore slope for piled wharf occurred at many corners of piers in tianjin port, resulting in relative displacement and deformation of inshore structures, which grievously affects the safety of wharf structures

    摘要近幾年天津港多個突堤轉角處的高岸坡變形比較明顯,導致後方臺結構構件出現明顯的相對錯位、變形等破損情況,嚴重影響了結構物安全。
分享友人