樁的粗端的英文怎麼說

中文拼音 [zhuāngdeduān]
樁的粗端英文
blunt end of pile

  • : Ⅰ名詞(樁子) pile; pole; stake Ⅱ量詞(用於事情)
  • : 4次方是 The fourth power of 2 is direction
  • : Ⅰ形容詞1 (長條東西直徑大的) wide (in diameter); thick 2 (長條東西兩長邊的距離寬的) wide (i...
  • : Ⅰ名詞1 (東西的頭) end; extremity 2 (事情的開頭) beginning 3 (門類; 方面) item; point 4 (原...

※中文詞彙樁的粗端在字典百科國語字典中的解釋。

  1. On this foundation the article inducts in detail the method which is based on the relative settlement of calculating unit area end support ( qb ) force at the same time considering the feature of pedestal pile ' s " arch effect " the article introduces conception of pile effective length and finally obtain t he formula of calculating man - made pipe with bulb - shaped axial carrying capacity. the article uses marc program to calculate and analyze foundation soil ' s stress and displacement and gets the change curve chart and the proportion that is shared by king - pipe side soil friction resistance and pipe end counterforce respectively. the article inducts the structure of pedestal in detail on the basis of generalizing pedestal application cases of many countries

    在此基礎上論文詳細歸納了以相對沉降為依據確定單位面積承力q _ b計算方法,並考慮擴底「拱效應」特點引入了有效概念,最後結合公路規范推出了比較實用人工挖孔擴底軸向承載力計算公式。論文運用了marc程序對地基土應力和位移進行了有限元數值計算分析,得到了地基土應力和位移場變化曲線和在加載過程中側土摩阻力和反力各自所承擔比例;本文還在總結各國挖孔擴底應用情況基礎上就擴底構造進行了詳細歸納。
  2. Using high - strain dynamic tentative piling technique , one can obtain the pile endpoint resistance at each hit in the process of hammering, which is the bearing capacity of the pile endpoint soil against the pile

    運用高應變動力試法,可以獲得在打入過程中每一錘擊下阻力,即土對承力。
  3. At first, based on the results of field pile tests, conclusions are made that the resistance of expanded branches or plates behaves mainly as end - bearing force, and this new type of pile can be classified as multi - end - bearing piles with friction

    首先,通過現場試驗結果,深入分析了擠擴支盤荷載傳遞機理,指出擠擴支盤支盤阻力主要體現承力性質,並將擠擴支盤定性為摩擦多支點
  4. With the retrospection of the developing course of the bored pile foundation and combining with my practical experience, the paper expatiates upon the design principle of percent of fit of the stone - fill grouted concrete and the main factors of the influence strength target, and the final pile technique introduction of the hollow pile of the stone - fill grouted concrete and the precast prestressed concrete ; baesd on the theory of slurry hydraulics, empirical calculation formulas of the radis and height of diffuse slurry are deduced in this paper ; it analyzes the test pile materials of the hollow pile foundation, such as luoyang yi river bridge and dangwang jian river bridge ; the new technique of the hollow pile, which provides the generalization and application with base materials, expounds its feasibilities, adaptabilities and economy

    本文通過綜合分析國內外鉆孔基礎發展歷程及研究現狀,重點討論了填石壓漿混凝土空心、預制預應力混凝土空心工藝、填石壓漿混凝土配合比設計原理及影響強度指標主要因素;根據泥漿水力學原理,導得了考慮各種因素水泥漿液在預填骨料中流動影響半徑和上升高度;結合河南省洛陽伊河大橋、黨灣澗河大橋工程實踐,討論了填石壓漿混凝土空心基礎質量檢測方法及標準;並在此基礎上,深入分析了側、承載能力,提出了填石壓漿混凝土空心設計計算理論和方法。最後,論證了空心新工藝可行性、適應性、經濟性,為大力推廣應用空心新技術提供了可靠技術資料。
  5. The grouting test result shows that this technique of pile foundation construction is effective, it can not only increase the upper and skin friction of the cast - in - place pile, but also improve the bearing capacity of the cast - in - place pile, and gain a larger economic benefit for whole project at the same time

    壓漿實驗結果表明,該技術可以增加鉆孔灌注阻力和側壁摩阻力,是一項行之有效基施工技術,它可有效提高鉆孔灌注承載能力,同時提高經濟效益。
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