driven pile 中文意思是什麼

driven pile 解釋
打擊樁
  • driven : adj. 1. 被逼迫的，不得已的，被驅使的。2. 打入的。3. 吹積起來的。4. 【機械工程】從動的。
  • pile : n 1 軟毛，絨毛；毛茸。2 （布、絨的）軟面。vt 使起絨。adj d 有絨毛的。n 痔瘡；〈pl 〉痔。 blind pi...
  1. Paul gathered a pile of brushwood and, as he put it on the fire, a viper, driven out by the heat, fastened itself on his hand

    3那時保羅拾起一捆柴，放在火上，有一條毒蛇，因為熱了出來，咬住他的手。
  2. Negative skin friction of driven pile

    打入樁負摩阻力
  3. The alternatives for foundation design are rockfill mound foundation, the pile foundation driven piles or bored piles and the mat foundation

    -地基設計方案包括毛石堆地基樁柱地基打入樁或鉆孔樁及席式地基。
  4. The experiential formula between kc and base resistance q from cpt and, the relationship between ke and c # ( strength of concrete ) are also created by fitting 94 pressed pile testing date. based on analyzing the compacting effects caused by driving pile in loess and it ' s influence on bearing capacity and settlement, another two disturbance parameters, c and e, are proposed for multiplying respectively the parameters of soil cohesive c and deformation modulus es to reflect this effect. by fitting 51 driven pile testing date, we created an experiential formula between the e and r ( the modulus ratio between pile and surrounding soil ), also an experiential formula between the c and base friction resistance fs / pa from cpt of pile surrounding soil

    在本文中分析了靜壓樁的沉樁擠土效應對其承載力與沉降特性的影響，在計算模型中引入了樁周土粘聚力c的修正系數k _ c和樁周土變形模量e _ s的修正系數k _ e來體現這種影響，通過對94根靜壓樁試樁資料進行擬合，建立了k _ c與樁端土靜力觸探的端阻q _ c之間經驗公式以及k _ e與c # （混凝土標號）之間的對應關系。
  5. Discussion on the pile foundation parameter of driven cast - in - place file supporting course in slightly dense gravelly beds

    稍密狀礫砂層作沉管灌注樁持力層的樁基參數確定探討
  6. Foundation optimization of a highrise building in beijing - analysis and first application of composite foundation with cast - in - place plain concrete pile driven by auger rig

    鉆孔壓灌素砼樁復合地基在北京地區高層建築中首次應用
  7. Abstract : artifical intelligence methods are implemented to simulate thebehaviors of axially and laterally loaded piles using the field observation tests data obtain ed f rom the drilled shafts and driven piles. the optimal neural network model is deve loped using only simple input data of spt - n values and piles ' geometrical featu r es etc. the analysis for r. c piles of some projects is performed adopting the bp n n and grnn models respectively, and the obtained predicated results are compared w ith the data from conventional design method. it demonstrated the obvious advanta ges of neural networks in the design of pile foundations over the traditional me thods. this paper has an important practical significance and a referential worth iness in the design of pile foundations

    文摘:根據鉆孔樁和打擊樁的原型試驗觀測的數據，運用人工智慧方法對橫向承載樁和軸向承載樁的工作特性進行模擬，並利用標準貫入試驗（ spt - n ）值和樁的幾何特性等簡單的輸入數據，開發出相應的優化神經網路模型;然後，運用反向傳播神經網路模型和廣義回歸神經網路模型分別對某工程的鋼筋混凝土樁進行分析，並將求得的預測結果與常規設計法的結果進行比較，結果表明神經網路方法比傳統方法有明顯的優越性，在實際工程設計中具有重要的參考價值和現實意義。
  8. The technical squeezeing - spreading tray pile by power - driven luoyang pipe

    機動洛陽鏟成孔擠擴支盤樁施工技術
  9. Driven cast - in - place pile

    沉管灌注樁
  10. With practical instances, this paper introduces construction technology and matters needing attention of repeated - stroked vibrating driven cast - in - place pile

    摘要文章結合工程實例介紹復打法振動沉管灌注樁的施工工藝及注意事項。
  11. Static driven pile construction for the jinding garden in shanghai

    上海金鼎花苑靜壓樁施工方法
  12. It was found that many dislocations were emitted from the crack tip during the early stage of crack propagation and were driven out of the crack tip area, and them piled up inversely. a closed dislocation free zone ( dfz ) was formed between the crack tip and the pile - up dislocations. keeping displacement constant, the dislocations were still emitted from the crack tip for a while

    本文首先系統地研究了工業純金屬（ fe ， al ， ti和mg ）斷裂的微觀過程，發現所研究的工業純金屬斷裂過程裂尖均首先發射位錯，並離開裂尖向前運動、在裂尖留下無位錯區，位錯反塞積在五位錯區的端部，反塞積位錯群一般呈封閉狀包圍無位錯區。
  13. That causes new problems of construction on making use of or abandon old basis structure. based on the characteristics of the bridge foundation, this paper in detail introduces the design of construction procedures, construction methods and technological process for large temporary structures in foundation construction and driven or pull out steel casing pipe etc, which are seldom meet in common bridge construction. about digging and con struction of foundation piles, dynamic detection method of pile foundation etc. are also introduced and analysized

    由於設計的變更，前期已施工的基礎結構與修改後的結構有較大差異，給施工帶來舊基礎利用和廢棄處理等新問題，本文針對該橋的基礎特點，詳細介紹了基礎施工中大型臨時結構、打拔鋼護筒等一般橋梁施工中很少遇到的施工工序的設計、施工和工藝問題，對于基樁的開挖和施工、樁基的動態方法檢測等問題也作了詳細介紹和分析。
  14. During construction, special building methods were used to limit environmental damage, such as the piles being bored into the seabed rather than pile driven, to avoid mud sediment settling on the corals and killing them. most of the superstructure was prefabricated off - site, brought in by barge and then placed in position by crane to minimise the pollution, rubbish and noise

    例如裝設支撐中心的樁柱時採用鉆挖形式，取代普通的打樁方式，務求減少翻起海床的沙泥，避免珊瑚窒息及死亡大部份上層建築組件是在建築地點以外的地方預先製作，並由駁船運到海下，再以吊車裝嵌，從而把施工帶來的污染垃圾及噪音減至最少。
  15. Post grouting for hand dug piles with the pipe driven at the pile end

    靜壓注漿與旋噴樁在巖溶礦床地表塌陷治理中的應用
  16. If the driven pile option is adopted, raking piles can be driven to counter - act the earth pressure

    -假如採用打入樁，則可打入斜樁，以抵擋土壓力
  17. Application of spreading manifold driven cast - in - place pile

    擠擴支盤樁的施工與經濟分析
  18. Some proboems about driven cast - in - place pile in construction

    錘擊沉管灌注樁施工時應注意的幾個問題
  19. Figure 8 - typical section of driven pile foundation for cooling water pumping station

    圖8 -冷卻用水抽水站打入樁地基剖面圖
  20. It is highly reliable in pile driving : the perpendicularity of the driven pile can be ensured due to the excellent rigidity of pile frame, secure connection, low gravity centre of main machine, big grounding area and very strong stability of anti - overturning in the course of movement and pile driving

    打樁可靠性高：打樁架鋼性好、聯接牢靠、主機重心低、接地面積大、樁機在行走移位及打樁過程中具有較強的抗傾覆穩定性，並能保證打入樁垂直度。
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