邊樁 的英文怎麼說

中文拼音 [biānzhuāng]
邊樁 英文
border pile
  • 邊 : 邊Ⅰ名詞1 （幾何圖形上夾成角的直線或圍成多邊形的線段） side; section 2 （邊緣） edge; margin; oute...
  • 樁 : Ⅰ名詞（樁子） pile; pole; stake Ⅱ量詞（用於事情）
  1. I skimmed around for the watchman, awondering whereabouts he slept ; and by and by i found him roosting on the bitts forward, with his head down between his knees

    我四處找尋那邊看船的人，心想不知道他在哪處睡覺。一會兒發現他坐在船頭系纜樁上，腦袋垂在兩個膝蓋當中。
  2. The chair chuffed slowly up the incline, rocking and jolting on the frozen clods. and suddenly, on the left, came a clearing where there was nothing but a ravel of dead bracken, a thin and spindly sapling leaning here and there, big sawn stumps, showing their tops and their grasping roots, lifeless. and patches of blackness where the woodmen had burned the brushwood and rubbish

    小車子饅慢地駛上斜坡，在冰陳了的泥塊上顛簸著前進，忽然左邊現出一塊空地，是兒只有一叢枯稿了的蕨草，四下雜布著一些斜傾的細長的小樹，幾根鋸斷了的大樹樁，毫無生氣地露著頂和根還有幾處烏黑的地方，那是樵夫們焚燒樹枝亂草和廢物過后的痕跡。
  3. A i med at the badu ( k343 ) i arge seale i andslide in the nankun railway, geophysical exploration techniques such as seismic reflection of high resolution and geological radar are appi ied to detect the geologic characteristics of the landslide mass including 3d - conformation, perimeter, geometric parameters, si ippage pattern and distribution of displacement field in this dissertation. besides, acoustic method is used for detection of the former anti - slide piles and potency losing causations of the piles are analyzed and the sound geological conditions for upgrade of the piles are ascertained by the above investigations

    本文針對南昆鐵路八渡（ k343 ）大型滑坡，運用高解析度反射地震、地質雷達等地球物理探測技術對滑坡體地質進行了詳細的勘測，揭示了八渡滑坡體的空間形態、邊界與幾何參數、滑動方式以及位移場分佈特徵；同時，利用聲波探測對原抗滑樁進行了檢測，分析了失效原因，並查清了擬建抗滑樁地段的地質條件。
  4. " prestress anchor ribbed beam support system " is a new practical support technology which came from soil nailing walls system and un - embedded rank of piles with anchors support system that has been used successfully for 4 years by the author and his company named qingdao deep foundation stabilization engineering co., ltd. it " s mechanism is similar to rank of piles with anchors support system that can not be inserted into the bottom of foundation trench, but it " s ribbed beams are used to replace rank of piles made before excavation so the work cycle can be shortened and the support system cost can be reduced ; meanwhile this system maintains the soil nailing wall " s convenience of digging and supporting

    「預應力錨桿肋梁支護技術」是筆者及所在單位歷時四年在土釘墻和無嵌入多錨排樁兩種支護體系基礎上開發應用成功的一種新型實用性支護技術。其支護機理類似於未嵌入坑底的排樁多錨支護，只是由肋梁代替了開挖前施工的排樁從而提前工期並降低支護造價；同時繼承了土釘墻隨挖隨支護的機動靈活性。自1998年至今該技術已在青島、濟南、煙臺等十幾個深基坑和高邊坡工程中成功應用。
  5. A model for calculation of internal force of micropile system to reinforce bedding rock slope

    微型樁體系加固順層巖質邊坡的內力計算模式
  6. Consequently, on the basis of non - winkler foundation model, a finite - element method that utilizes foundation flexibility matrix into iterative calculation is proposed in this paper originated from the item " the optimal design theory and research of pile capping beam " sponsored by natural science fund of hunan province, which the continuity of soil mass can be accounted for under various boundary conditions, different loadings and irregular beam characters

    本文結合湖南省自然科學基金項目「樁基承臺梁優化設計理論與方法研究」 ，針對非文克爾地基（半空間、線性變形層或單向壓縮層地基模型等）上的樁基承臺梁，提出一種利用地基柔度矩陣來進行迭代的有限單元法，可充分考慮梁下土體的連續性，並對基礎與土體脫開、承臺梁截面變化、梁體邊界條件復雜、上部荷載類型變化以及梁下基樁承載力差異等情況進行分析計算。
  7. The authr has wosed back caiculation methd ha could calculate the safety fader of slope of sevetal rows root piles

    根據反分析的基本原理，提出了反演算法計算對于多排樹根樁加固邊坡后邊坡的安全系數。
  8. The pile - anchor retaining structure system is often used in chongqing area. for a long time, there is a conception about the transfer approach of soil pressure behind the pile - anchor retaining structure system that the pressure is applied on the holding sheet firstly, then transferred to the columns by the sheet, finally transferred to the form ground by the anchor

    樁錨支擋結構體系是重慶地區經常採用邊坡支護形式之一，長期以來，人們認為樁錨支擋結構體系的傳力途徑是：土壓力先作用於擋板上，通過擋板再傳到兩邊立柱，然後再通過錨桿把力傳遞給穩定地層。
  9. By direct shear for and normal triaxial shear tests of non - saturated desert sand, the parper studied the effect of water content and dry density on the strength of the non - saturated desert sand, and set up the code of this sand. based on the plane strain test of non - saturated desert sand slope, the paper analysed the destruction way of the excavaion side during the construction by means of adding water, and brough forward a formule that calculates the allowable of excavation and pile hole

    通過非飽和沙漠砂直剪試驗和常規三軸剪切試驗，研究了含水量和干密度對非飽和砂強度的影響，建立了這種砂的強度準則。通過非飽和沙漠砂邊坡室內平面應變試驗，分析了沙漠井場浸法施工中就基坑壁的破壞方式，推導出了基坑和樁孔容許開挖深度的計算公式。
  10. In combination with the construction practice of abutment no. 2 great bridge and no. 1 medium - scaled bridge, the paper introduces the construction technology of rock - socketed piles in highway engineering

    摘要通過邊墩2號大橋和羊山1號中橋的施工實踐，介紹嵌巖樁在公路工程中的施工工藝。
  11. Calculation of internal force of embeded anti - slide pile in high rock slope

    巖石高邊坡埋入式抗滑樁的內力計算
  12. In consideration of the soil arch effect between anti - slide piles, a calculation formula for the anti - slide pile spacing was developed, taking the following factors as the controlling conditions - the static equilibrium equation of the frictional resistance and adhesive force between the side of piles and slope soil, which sustains the thrusting force of the landside, and the strength conditions at the medial cross - section and two end sections of soil arch

    摘要考慮抗滑樁樁間土拱效應，以樁側與邊坡土體間的摩阻力及黏著力承擔滑坡推力的靜力平衡條件和土拱跨中與拱腳處截面的強度條件共同控制，建立了抗樁間距的計算公式。
  13. Abstract : this paper introduces four typical light - retaining structures. they are frame girder with prestressed anchor ropes, antislide pile with preslressed anchor ropes, anchored nelwork with jetting concrete and retaining wall with root piles. these structures are successfully applied to the national highway no. 107 in guangdong province

    文摘:以國道107線清連一級公路上四個典型的邊坡病害治理工程為例，介紹預應力錨索格構梁、預應力錨索抗滑樁、錨噴掛網支護、樹根樁擋土墻等輕型支擋結構在公路邊坡病害治理工程中的應用
  14. The reasons and treatment measure for model swelling in pile concrete casting of slope suppoting

    高邊坡支護抗滑樁混凝土澆注中漲模的原因及防治措施
  15. Execution of special geotechnical work. bored piles

    專業土工工程的施工.邊樁
  16. Calculation of boundary - line points of ganshao freeway and quick measuring with the total station meter

    贛韶高速公路邊樁坐標的計算與全站儀的快速測設
  17. Construct the light well point pipe after completion the east two - line side piling, to prevent the pipe movement or damage by soil pressure during piling

    輕型井點管應在東側的兩排邊樁施工完畢後方可施工，防止壓樁過程中，土的擠壓力使井管位移或損壞井管
  18. Meanwhile the load transfer laws and the deforming characteristics of single pile composite foundation and group piles composite foundation are researched. additionally, the deference between the load transfer laws of the inside piles and the side piles and the effect of group piles are analyzed

    同時，分析單樁復合地基、群樁復合地基荷載傳遞規律及變形特性的差異，群樁復合地基中內樁、邊樁荷載傳遞規律的差異問題。
  19. Two pile arrangement methods, that is, piles installed in the middle of a raft more than in the edge of a raft and piles installed in the middle of a raft less than in the edge of a raft, are compared in this paper. the effects of pile spacing and pile lengths of border piles and corner piles incorporating the concept of piles installed in the middle of a raft more than in the edge of a raft are also discussed in this paper

    對目前在工程界有爭議的「內強外弱」與「外強內弱」布樁方式進行了比較，並在「內強外弱」優化布樁理論的指導下，比較了調整布樁間距和減小邊樁與角樁的樁長這兩種布樁方案的結果。
  20. Three kinds of springs were used to imitate different lateral stiffness of soft ground, and special drawers with sliding path were modeled as lateral displacement pile of embankment during its filling periods, with the function of reinforced - mat considered. on the basis of the data of tests designed by thogonal table l9 ( 34 ), three kinds of ( factor, depth of layer, loading ) state matrixes are obtained which could be used for procedure analysis by making use of the principle of information matrix conformation

    用彈簧模擬土體的側向剛度，用可滑動的特殊抽屜模擬軟基填築路堤坡腳的邊樁，並基於對邊樁側向位移速率影響程度室內模型試驗測試數據，利用信息矩陣構造原理，構造了總攬全局的、可用於過程分析的三種（因素、層位和荷載）狀態矩陣。
分享友人
分享到 Line

分享到臉書