樁距 的英文怎麼說

中文拼音 [zhuāngjù]
樁距 英文
pile spacing
  • 樁 : Ⅰ名詞（樁子） pile; pole; stake Ⅱ量詞（用於事情）
  • 距 : Ⅰ名詞1 （距離） distance 2 （雄雞、雉等的腿的後面突出像腳趾的部分） spur （of a cock etc ）Ⅱ動詞...
  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，分析了復合地基樁土工作性狀，分析了樁的剛度，長度，樁距對地基沉降及超孔隙水壓力的影響，並根據復合地基中樁的受力特點，提出合理的樁的布置方式，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. ( 2 ) study on the effects of the design parameters of the piles, which affect the counterforce on the pile head and the sedimentation characteristics of the piled raft foundation. ( 3 ) the principles, methods and processes of balance design method for variable - rigidity were expatiated on the basis of above studies

    理論研究表明:樁距、樁長、樁徑及筏板厚度的變化對樁筏基礎樁頂反力及沉降特性有很大影響，特別是筏板厚度和樁距的變化對樁筏基礎沉降差影響甚大。
  3. On the basis of the others, according to the constructional feature of the constitution of the composed soil nails, the computation mode of the he strut frame made of composed soil nails was set up to analyze the distortion of the he strut frame made of composed soil nails when it is stressed. with the engineering data, the strut frame made of composed soil nails is analyzed with the program ababqus, and the effects of the distortion characters, the property of the deposition of the ground, the mechanical property of the soil nails, the variation of the length and the separation of the soil nails, and the diametric of the mixing piles on the strut frame made of composed soil nails, and the distortion property of the strut frame made of composed soil nails under different ground conditions

    在總結前人的研究成果下，針對復合土釘墻構造的特點，建立了模擬復合土釘墻受力變形的計算模型，並結合工程實測資料，運用大型通用有限元程序ababqus對復合土釘墻進行了有限元分析，詳細討論了復合土釘支護結構開挖過程中的變形特性、地面沉降性狀、土釘受力性狀；土釘長度變化、土釘間距變化、攪拌樁樁徑變化對復合土釘支護結構的影響；復合土釘支護結構在不同地基條件下的變形特性。
  4. The regularities of pile - top reaction distribution, the carrying load ratio between pile and raft, the settlement and the imparity settlement of foundation in the frame - tube structure and the single wall are influenced by some factors such as the stiffness of the superstructure, the intensity of the soil under the piles, the length and radius of the piles, the distance between the piles, the thickness and the suspended width of the raft

    對豎向荷載作用下的空間筒中筒結構、樁筏基礎和地基進行了三維有限元分析。研究整體結構和單片墻結構在上部結構剛度、樁端土強度、樁長、樁徑、樁距、筏板厚度、筏板外挑寬度等影響因素變化時的樁頂反力分佈規律、樁筏荷載分擔比、樁基沉降和差異沉降規律。
  5. Based on the previous theoretical analysis, two practical projects of pile - raft foundation of high - rise building on soft ground are studied by using the software of pile - raft foundation interaction analysis program pogap. the choice of standing layer for pile, the rational compression modulus of soil under pile, the place of pile and the space between piles, and the reasonable thickness of plate are analyzed, some well - regulated conclusions can be achieved. an experiential equation for choosing the optimal thickness of plate is also given

    根據以上分析，結合兩個軟弱地基上高層建築樁筏基礎的工程實例，利用浙江大學巖土工程研究所編制的pogap樁筏基礎共同作用分析軟體，就樁端持力層的選擇，樁端下臥層壓縮模量合理選值，樁位及樁間距的確定，筏板厚度的合理取值等問題展開分析，得出了一些規律性的結論，提出了筏板最佳板厚取值的經驗公式。
  6. The studied factors respectively are : length of soil nailing, insert deepness of piles, friction force of soil nailing interface, declination angle of soil nailing, horizontal spacing of soil nailing, rows of soil nailing, unit weight of soil, friction angle, unit cohesion, overload of slope, diameter of soil nailing

    這11個因素分別為：土釘（錨管）長度、土釘直徑、土釘界面摩擦力、土釘下傾角、土釘水平間距、土釘排數、土體重度、內摩擦角、粘聚力、坡頂超載、板樁插入深度。
  7. Finically, the dynamic property of portal water injection sheet piles is analyzed in this paper, and the influence on dynamic property of pile length and distance between piles is discussed in detail

    此外，還探討了門架式水力插板樁的動力特性，以及樁長和樁間距對結構動力特性的影響。為進一步指導工程實踐提供了理論依據。
  8. The first, site experiment is carried out. the paper analyze in - situ testing data of subgrade which is made up of plain concrete pile composite foundation and agitation pile composite foundation including pore pressure, layer settlement of soils between piles, earth pressure, lateral deformations

    發現正常荷載下，兩種復合地基路基的受力性狀不一樣，用建築垃圾填土樁距較大的素混凝土樁復合地基，淺層應力向樁體集中，並通過樁向深層擴散，樁間土與樁有較大的相對位移，樁頂和樁端的刺入較為明顯。
  9. On the base of single pile ' s analysis, the single pile ' s settlement is computed under the burden of adjacent pile, and give the interactive factor a " s change with different load and distance between piles

    在單樁分析的基礎上，計算了在鄰樁影響下單樁的沉降變化，給出了雙樁相互影響系數隨荷載水平和樁距的變化。
  10. Furthermore, it was shown that load - displacement of pile groups and load distribution on pile top were affected by properties of soil and stiffness ratio of piles to soil, and by length, diameter, spacing, and number of piles

    在此基礎上，分析了剛性承臺條件下超大群樁基礎的荷載位移曲線變化規律以及樁頂荷載分佈規律受樁土剛度比、樁長、樁徑、樁距、樁數、土性等因素的影響規律。
  11. Some conclusions relating to the displacement group effect are obtained from simulating the influence of several factors. the results prove that the model can consider both the effect of clusters piles and the ratio of loading share of each pile

    通過大量的模型計算，討論了樁距、樁數、樁徑和樁長對群樁效應的影響，還研究了群樁中各樁受力的不均性，得出了一些有益的結論。
  12. The piled raft foundation belongs to large spacing pile foundation. each pile works similarly as single pile

    沉降控制復合樁基中各單樁為摩擦樁，樁距較大，因此它的工作性狀與單樁比較接近。
  13. 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。
  14. The distance between routine piles foundation is oversized in order to use soil ' s supporting capacity and think over the pile - soil ' s combined supporting capacity. this pile foundation is called composite pile foundation

    為了發揮樁間土的承載能力，考慮樁土共同承擔荷載，常規樁基的樁距被加大，這種樁基稱為復合樁基。
  15. At last, suggestions are given on the designing of vertical space between expanded branches or plates, pile spacing and disposal of pile position

    最後，對擠擴支盤樁的支盤豎向臨界間距、水平樁距和布樁方式的設計，提出了相應建議。
  16. Settlement calculation method of mixing pile with large pile spacing composite foundation

    大樁距攪拌樁復合地基沉降計算方法
  17. The relationship between mechanic characteristics of composite ground and the length, the distance, elasticity modulus and replacement percentage of piles are discussed. the results of computing analysis has been contrast to the experimental data

    研究樁長、樁距、樁體模量以及置換率對單樁承載力、樁間土承載力發揮值以及樁土應力比的影響程度，並將計算結果與實測結果相比較。
  18. Experimental study on pile - soil stress for composite foundation with cement mixing piles of large pile spacing

    大樁距水泥攪拌樁復合地基樁土應力試驗
  19. The relation between the length of pile and settlement and the relation between the distance of pile and settlement are worked out, which provide thereunder for optimization, then the optimization of djm pile composite foundation is done by means of ansys, the optimum length of pile and the optimum distance of pile are educed

    著重對復合地基的沉降與樁長和樁距的關系進行研究，為優化設計提供理論依據。在此基礎上，利用大型有限元分析軟體ansys的優化設計功能對復合地基進行優化設計，求出復合地基的最優樁長和最優樁距。
  20. At present, there are many research methods on pile groups subjected to lateral loads at home and abroad. however, it is still far from meeting the demands of pile groups appliances in engineering. using the finite element software ansys, the article calculates and analyses the behavior capacity of pile groups first

    本文首先運用目前國內外應用較為廣泛的有限元軟體ansys對群樁基礎進行有限元分析：分析了橫向荷載作用下群樁的樁距、樁數、樁徑、樁長、土體模量等因素對群樁效應的影響，得出了一些有益的結論。
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