樁布置 的英文怎麼說

中文拼音 [zhuāngzhì]
樁布置 英文
pile layout
  • : Ⅰ名詞(樁子) pile; pole; stake Ⅱ量詞(用於事情)
  • : 動詞1. (擱; 放) place; put; lay 2. (設立; 布置) set up; establish; arrange; fix up 3. (購置) buy; purchase
  1. The paper can concern the soil ' s instantaneous fallout, soil ' s main settlement due to concretion, and the coactions of soil and pile by applying the contact surface to simulate the coactions. the paper can analyze the service behavior of reuniting foundation and the effect of the pile ' s intensity, length and distance. the paper is concerned with the stressing of pile and the arrangement of pile for the smaller cost to fit the subsidence of throughway

    通過有限元計算,分析了復合地基土工作性狀,分析了的剛度,長度,距對地基沉降及超孔隙水壓力的影響,並根據復合地基中的受力特點,提出合理的方式,在滿足高速公路路面沉降要求的前提下,節省工程投資,加快建設進度。
  2. Planning and arrangement of the site for the bored pile construction

    鉆孔灌注工程施工場地規劃與
  3. Some examples are analyzed and indicate that along with the increasing load the distribution of axial load and rigidity of single pile become uniform. compared with various types of pile group, the pile group in circle distribution contributes to bear inclined load, and the axial load of each pile is more uniform

    算例分析表明,隨著群承受荷載的增加,單的軸力和剛度分佈逐漸趨于均勻;比較單不同形式的群,發現圓形時其單軸力更加均勻。
  4. 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、之間的相對距離,徑比、土剛度比、泊松比、有限壓縮層深度以及群根數等因素對壁板和壁板?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和圓形模型試驗,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。
  5. Arrangement of piles pile layout

  6. On arrangement forms of waterproof high - speed jet condensing bodies between supporting piles

    淺議問止水高噴凝結體的形式
  7. Through changing and improving the traditionally adopted technology and equipment in compacted lime - soil pile foundation, so as to eliminate weak collapsibility of loess in luoyang and increase the strength of foundation, the authors present formulas to compute the average dry density and void ratio after ground treatment and demonstrate the feasibility of these formulas through practical project cases

    摘要基於洛陽地區次生黃土的弱濕陷性,對傳統的灰土擠密施工工藝和設備進行改進,達到消除濕陷性,提高地基承載力的目的,並且推導出地基處理前後干密度和孔隙比隨換率變化的關系,以工程實例證明該公式的可行性,避免型式的經驗性和處理結果的不確定性。
  8. Taking the instance of the design of prestressed anchor cable slide resistant pile for the harnessing of k1158 + 640 landslide of jiaozuo - liuzhou railway, and on the basis of demonstrating the geological characters and stability analysis of landslide, this paper discusses the design and calculation for the selection of optimum locations of slide resistant pile distribution, the length of prestressed anchor cable and the number of hole diameter anchor cable, and also the design of the diameter of the slide resistant pile and reinforcement

    摘要以焦柳鐵路k1158 + 640滑坡治理工程設計為實例,在闡述滑坡的地質特徵、穩定性分析的基礎上,依據滑坡下滑力曲線,選取抗滑支檔工程的最佳部位,進行懸臂抗滑、預應力錨索抗滑兩種方案的經濟技術比較,確定選用預應力錨索抗滑方案。
  9. 6. based on the optimizing theory of plural modality method and genetic algorithms, defining the objective function as minimum displacements of caps and minimum deviations of axial force of each pile in pile groups respectively, the optimization of pile groups is derived. and a new design idea is presented for pile - supported structures

    6 .基於優化的復合形法和遺傳演算法,分別以承臺位移最小和各軸力最均勻為目標函數,首次獲得了群動力優化的結果,為基承載結構提供了一種新的設計思路。
  10. By dislocation - laying the cast - in - place piles to form a vaulted protecting structure for the foundation pit similar to the structure formed by the single straight rank of cement mixing piles, the cement mixing piles can be made to have both waterproof and retaining functions

    摘要將灌注間隔錯位,使其與單排直列水泥攪拌形成類似拱形的基坑支護結構,以發揮水泥攪拌止水和擋土的雙重作用,可達到既不增加施工難度,又節約支護費用的目的。
  11. In consideration of hydrological, geological and other natural conditions, this paper describes the design characteristics of aoshan no. 5 berth in wharf plan layout, structural type selection and pile foundation design

    摘要結合水文、地質等自然條件,介紹嶴山5 (上標# )泊位碼頭平面、結構選型和基設計的特點。
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