row of piles 中文意思是什麼

row of piles 解釋
排椿
  • row : n 1 （一）排，（一）行；一排（座位）；行列，橫列。2 （兩旁或一旁有房屋的）路，街〈英國常用作某種...
  • of : OF ＝Old French 古法語。
  • piles : 皮萊斯
  1. Cooperative action between row of piles and ring beam during excavation procedure

    排樁與圈樑協同作用下考慮開挖過程的撓曲方程法
  2. The expressions of displacement fields of dorsal and frontal surface for two piles, row piles and group piles are derived. the solution taking into consideration the effect of construction sequence of jacked pile accords with the actual engineering

    該式考慮到了沉樁施工順序的影響，較各樁的簡單疊加更符合工程實際情況，而且能夠簡化為不考慮施工順序的靜壓群樁擠土位移場的解答。
  3. Calculation principle of earth pressure against retaining piles of pile - row retaining structure

    樁排式支護護壁樁側土壓力計算原理
  4. Analysis of the interval between double - row piles by finite element method

    雙排樁支護排距的有限元分析與研究
  5. Internal force measuring and analysis of double - row piles groin of qiantang river under the action of tidal surge

    雙排樁丁壩在涌潮作用下的內力測試和分析
  6. In the paper, other research results are summarized, and a big test model indoor of row pile retaining and protecting deep foundation pit is designed. for homogeneous soil or samdwich soil structure three different retaining and protecting kinds : dense pile, thin pile and without pile are designed, using excavation simulation and loading on the top of slope, the model test is divided into two stages : foundation pit excavation simulation stage and destroy test stage. in this paper, for three different retaining and protecting kinds, the relation between soil pressure and displacement of piles, the relation between soil stress and strain, interaction of pile and soil and retaining and protecting loss - stability destroy are systemic studied

    本文總結了前人研究成果，構築大型室內深基坑排樁支護試驗模型，在均質及層狀土層結構地基上，設計了密排樁、疏排樁及無支護三種不同支護型式，採用模擬開挖與坡頂均布加荷方式，進行了模擬基坑開挖和破壞性的兩個階段試驗，對三種不同支護型式的土壓力與樁位移、土體應力與變形、樁土共同作用及支護結構失穩破壞進行系統研究。
  7. Numerical simulation is carried under different conditions, including ( a ) the different distance between deep foundation excavations and the adjacent structures ; ( b ) different supports are used, such as cantilever piles, row piles with one - layer grouted soil anchor, row piles with two - layer grouted soil anchor, row piles with three - layer grouted soil anchor and soil nailings etc. this paper reveal the law of adjacent structures and bracing structures displacements and surrounding soil settlements. anchor and soil nailing ' s impact on the displacements of adjacent structures is analyzed then. further more, we find the law of displacements of bracing structures, surrounding soil settlements, differential settlement and absolute settlements of adjacent structures that may appear in the process of excavation by steps

    模擬分析了近鄰建築物在不同距離的條件下，懸臂支護、一層錨桿與排樁聯合支護、兩層錨桿與排樁聯合支護、三層錨桿與排樁聯合支護、土釘支護等幾種支護情況下的深基坑開挖過程，對深基坑工程開挖過程中近鄰建築物的變形、支護結構變形以及基坑外地層沉降的發展變化規律進行了分析總結；對錨桿和土釘支護對建築物變形的影響作了詳細地分析，找到了一些基坑開挖過程中基坑支護結構變形、周圍地層沉降、近臨建築不均勻沉降及絕對沉降的發展變化規律，得到了一些對深基坑工程設計和施工有工程實際意義的結論。
  8. Numerical analysis of working characteristics of double row piles

    雙排樁圍護結構工作特性數值分析
  9. Analysis of double - row piles in consideration of the pile - soil interaction

    考慮樁土相互作用的雙排樁分析
  10. Analysis of multi - row of piles as barriers for isolating vibration in far field

    多排樁屏障遠場被動隔振分析
  11. Finite element analysis of double - row piles in consideration of dimensional effect

    雙排樁尺寸效應的有限元分析
  12. Numerical simulation of deep foundation pit excavation with double - row piles

    深基坑開挖中雙排樁支護的的三維有限元模擬
  13. And these are verified by load test in site to validate the conclusion that the testing result on four piles area is closed to the result with the group piles effect in large area composite foundation and to determine the bearing capacity of composite foundation of single row piles and double rows piles, the result from single pile composite foundation is acceptable

    得到確定大面積復合地基承載力的荷載試驗中，一般測試4根樁所處理的面積，測得的承載力就能較好地接近在群樁效應下的結果，而確定單排或雙排群樁復合地基的承載力，單樁或雙樁復合地基荷載試驗的結果便行。
  14. The affect of top ring beam has not been thought highly at presenti which has been regarded as the safety measure. the whole retaining and protecting structure of piles in row and top ring beam is calculated by the method of cantilever beam, and the result is not reasonable obviously

    在當前的設計與施工中，樁頂圈樑的作用未引起足夠的重視，普遍將其視為安全儲備，而將排樁與圈樑的整體支護結構視為懸臂梁來計算的，這樣的計算結果顯然過于保守不盡合理。
  15. Study on the mechanism of the top beam that used in retaining and protecting piles of deep foundations is the uppermost section of this master degree thesis. the classical structure mechanics method and the finite elements analysis software are used to calculate and analyse the internal force of the piles - top beam retaining system. based on the research of the mechanism of the top beam, the optimal design of piles in row is discussed

    本文針對深基坑排樁支護樁頂圈樑設計計算中存在的問題，以樁項圈樑的作用機理為主要研究內容，分別採用傳統的結構力學矩陣計算方法和有限元分析軟體對排樁?項圈樑支護體系內力進行計算和分析，對樁項圈樑作用的力學機理進行了深入的研究。
  16. Starting from the effect of group piles in the composite foundation, the size effect in the load test of large area composite foundation, composite foundation of single row piles and composite foundation of double rows piles are researched through fem analysis

    本文從復合地基具有群樁效應現象入手，利用有限元來研究大面積復合地基、單排群樁復合地基、雙排群樁復合地基荷載試驗的尺寸效應問題，並用現場荷載試驗實例來驗證本文分析方法的可行性。
  17. A new mode for calculation of portal double row anti - sliding piles

    門架式雙排抗滑樁設計計算新模式
  18. Forcing distribution of buried double row anti - slid piles

    全埋式雙排抗滑樁的受力分佈
  19. Simulation of internal force distribution of embedded double - row anti - slide piles using fem

    土體系樁間內力分配的模擬
  20. It is difficult to make the piles in row or diaphragms into hard rock. how to build this kind of foundation trenches

    排樁及地下連續墻支護很難嵌入坑底基巖，這類基坑如何支護
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