荷載傳遞法 的英文怎麼說

中文拼音 [hézǎizhuàndìfǎ]
荷載傳遞法 英文
load transfer method
  • 荷 : 荷名詞（蓮） lotus
  • 載 : 載Ⅰ名詞（年） year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • 傳 : 傳名詞1 （解釋經文的著作） commentaries on classics 2 （傳記） biography 3 （敘述歷史故事的作品）...
  • 遞 : Ⅰ動詞（傳送;傳遞） hand over; pass; give Ⅱ副詞（順著次序） in the proper order; successively
  • 法 : Ⅰ名詞1 （由國家制定或認可的行為規則的總稱） law 2 （方法; 方式） way; method; mode; means 3 （標...
  1. First, the generalized elastic theory is employed into in single pile analysis. the degeneration solution is accordant with poulos " results. analyzing the load - displacement behavior of the battered pile, the results agree well with meyerhof ' s model experiments and zhanglm ' s centrifuge experiments

    對于直樁，退化為彈性理論的計算結果同poulos的結果一致，退化為荷載傳遞法與他人的結果基本吻合；然後研究了斜樁的荷載-變形特性，把公式用於計算meyerhof的模型試驗以及zhanglm的離心機試驗的荷載-位移關系，發現同試驗結果吻合較好。
  2. By the check - out, inspection and measurement to start construction the industrial art to this test pile with the examination between stake body mass and bearing power, made sure the stroke reasonable operation method drilling under the dissolved cavern geology term ; the pier foundation loading test expressed the lading and rub the lading that resistance drag a glazing for of relation, and to the borehole cast - in - place concrete pile in the karst terrain deliver with break the mechanism, the characteristic of bearing power, proceeding the spot test job of the full of result ; the test data expresses the stake side friction resistance to rises with a bat batch terminal friction resistance very important function, the of tip of pile resistance drag occupies the proportion very few

    通過對本次試樁施工工藝的檢測和樁身質量及承載力的檢驗，確定了沖擊鉆在溶洞地質條件下的合理使用方法；基樁承載實驗表明了荷載與摩擦阻力之間的關系，並對巖溶地區的嵌巖灌注樁的荷載傳遞和破壞機理、承載力特性，進行了富有成果的現場測試工作；試驗數據表明樁側摩阻和支盤端阻起很重要的作用，樁端阻力所佔比例甚少。這與設計樁基時的計算模式相差很大，承載力也較設計增加；使用力學數值分析方法和有限單元法，對鉆孔灌注樁樁端下的巖體強度和結構穩定性方面進行模擬計算和定量研究。
  3. The center brace, also named guide pillar, serves a dual purpose, not only surpporting all the loads at stage of construction, but also transmitting upper loads down to the foundation, as a part of the column after the top down construction, its designing and construction are more strict

    中間支承柱又稱導柱，在逆作施工中起著雙重作用，既要支承逆作法施工中的各種荷載，又要在逆作法完工後，作為主體柱子的一部分，起著將上部荷載傳遞給基礎的作用，因而設計與施工均對其提出了較高的要求。
  4. Using space contact element to analyze load transfer of under ground closed wall

    空間接觸單元法分析地下閉合墻基礎荷載傳遞
  5. Based on the full - depth / part - depth shear spring model proposed by luo weide and the theoretical corealation between the pile base resistance and the pile base settlement presented by randolph, a elastic analytical approach for computing the pile compression is conducted

    本文利用羅惟德全深度? ?變深度剪切彈簧模型推導了樁身壓縮量的彈性理論解析計算方法，選用randolph的樁端沉降與樁端阻力的關系，利用荷載傳遞法推導了樁身壓縮量的數值計算方法。
  6. So how to transfer scientifically self - balanced test data into top load curve according to its actual working behavior, become the obstacle of its practical application. in accordance with actual forcing behavior and reaction mechanism between pile and soil, the article analyzes the relation between top part and bottom part, load transferring mechanism and difference with other loading way by ansys program. so the reliability of determine bearing capacity by self - balance method has been proved

    本文根據自平衡加載方式下樁身的實際受力狀況、樁土間的相互作用機理以及單樁破壞機理，建立了單樁的離散元模型，採用ansys通用分析軟體，選取合理的單元類型、材料特性等，數值分析了基樁在自平衡加載方式下上下樁段的相互關聯、荷載傳遞機理以及與其它加載方式的區別，論證了採用自平衡試樁法測定單樁極限承載力的可行性。
  7. In addition, some comparisons can be made between load transfer method and elastic theory method in this paper

    另外，本文還對荷載傳遞函數法和彈性理論法在壁板樁中的應用進行了初步對比。
  8. The pile analysis method includes elastic method, simplified model method, and shearing deformed method. of course, as one type of numerical method, finite element method is used more than boundary element method

    具體分析方法包括彈性理論法、簡化模型法、數值分析方法。模型簡化法包括荷載傳遞法和剪切變形法。
  9. Firstly unified load - settlement solution of single barrette pile based on bilinear load transfer function is developed in this paper. with the aid of the solution, the barrette behaviour is analyzed preliminarily

    本文首先採用荷載傳遞函數法推導出了雙線性荷載傳遞函數下的單樁荷載沉降關系統一解，並利用此解對壁板樁的承載特性進行了初步分析。
  10. Based on state - vectors load transfer method, this paper presents a new reliability analysis method of bored pile settlement. in the light of the eight full - scale piles, tests of the uncertainty analysis of pile settlement calculating by the new method is given. at last, this paper also analyzes the reliability of one of the eight piles

    根據樁周阻抗三階段理論，提出了用荷載傳遞計算單樁沉降可靠度的方法，根據8根試樁靜載試驗及其原位測試資料，對該方法計算模式的不定性作了分析，並對其中一根樁的沉降進行了可靠度計算。
  11. Referring to the current study of cast - in - situ piles with expanded branches and plates and methods of pile foundation analysis, the paper makes a thorough research on the bearing and deformation behavior of vertically loaded piles with expanded branches and plates

    本文基於已有的擠擴支盤樁研究成果及樁基荷載傳遞理論，通過現場載荷試驗、荷載傳遞法和有限單元法，對豎向荷載作用下擠擴支盤樁單樁和群樁的承載變形特性分別進行了研究。
  12. Study on pile - soil load transfer behavior of self - balanced pile

    自平衡試樁法樁土荷載傳遞機理原位測試
  13. Based on the static pile testing, the analysis of load transfer and settlement and a new means to reach the bearing capacity of piles are reported in this paper

    在現場的樁基垂直靜載荷試驗基礎上，進行荷載傳遞機理分析和沉降變形的階段性劃分，探討了確定單樁豎向承載力的新方法，為工程合理、充分地利用承載力提供參考。
  14. Load transfer mechanism of tubular pile is not expatiated completely because of the complex mechonism of soil core, which restricts the development of the theory for the bearing capacity of pile and its practiceal application

    筒樁具有與一般的灌注或沉管實心樁不同的荷載傳遞機理，筒樁的荷載傳遞機理的復雜性制約了筒樁承載理論的發展與工程應用，其工程設計方法至今仍處於半理論半經驗的狀態。
  15. This paper studies the cement - soil mixing pile with concrete core by experiment and by theory, analyzes the feature of load transferring using finite element method

    本文對水泥土組合樁進行了試驗研究和理論分析，採用有限元法對單樁的荷載傳遞性狀進行分析，編制了單樁非線性分析的有限元程序。
  16. Secondly, the well - known load transfer approach has been modified to analyze single piles of this kind. and its feasibility is verified through a case analysis

    其次，提出了適用於擠擴支盤樁單樁的荷載傳遞法，並用工程實例驗證了該法的可行性。
  17. In consideration of limitations of load transfer method, which cannot take into account its non - axisymmetrical cross - section, the approximate three - dimensional method is proposed based on elastic theory method which was proposed by poulos ( 1968 ). the proposed method can consider its non - axisymmetrical cross - section

    考慮到荷載傳遞函數法的缺陷，即不能考慮壁板樁樁身橫截面的非軸對稱性，本文又以poulos （ 1968 ）提出的彈性理論法為基礎，推導出了壁板樁承載特性的近似三維解答。
  18. Considering these features of super - long and large - diameter bored piles, bearing capacity design for common pile is not applicable to this kind of piles

    由於超長鉆孔灌注樁具有上述荷載傳遞特點，因此，在承載力設計時不宜採用一般樁的設計方法。
  19. This paper derives the fundamental equation of differential callus of the load transmission in the system of pile and soil when a single pile is vertically loaded ; moreover it answers some typical cases of destruction. some theories of the bearing capacity of a single pile under vertical loading and some ways of making certain of it are generalized and summarized. concerning a practical engineering, they are specif ically utilized

    本文系統闡述了樁基礎的類型及特點，在前人研究的基礎上導出了單樁在豎向荷載作用下樁土體系荷載傳遞的基本微分方程，通過分析影響荷載傳遞的因素入手，對單樁的幾種典型破壞模式進行了分析總結，並以由於地基土強度破壞而導致的樁基破壞模式為重點，推導其荷載傳遞曲線，進而用高等數學結合土力學方法推求樁土之間用深度和位移表達的荷載傳遞的微分方程。
  20. In this paper, depending on the enormous 356 pile testing date detailed with soil and pile parameters and p ~ s curves, covering xi ' an and adjacent areas, we analyzed the load transmission mechanism of pile in loess foundation, and proposed a kind of hyperbolic load transmission function between pile and it ' s neighboring soil. meanwhile, we created a mathematical model to predict p ~ s curve and bearing capacity of single pile. by analyzing the compacting effect caused by pile - sinking of pressed pile in loess and it ' s influence on bearing capacity and settlement, two parameters, kc and ke are introduced to modify the soil cohesive c and deformation modulus es

    本文利用現己收集到的西安及其周邊地區356根打入樁、靜壓樁、灌注樁的現場試樁資料（其中打入樁67根，靜壓樁121根，鉆孔灌注樁168根，並有詳細的地層勘探資料，樁深資料，荷載沉降?曲線）對西安黃土地基中的打入樁、靜壓樁、灌注樁的荷載傳遞機理進行了分析研究，認為用雙曲線型的荷載傳遞函數模擬樁土之間的荷載傳遞函數是合適的，並用荷載傳遞分析的方法建立了計算p s曲線的數學模型及極限承載力的確定方法。
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