樁排 的英文怎麼說

中文拼音 [zhuāngbèi]
樁排 英文
row of piles
  • 樁 : Ⅰ名詞（樁子） pile; pole; stake Ⅱ量詞（用於事情）
  • 排 : 排構詞成分。
  1. The comprehensive treatment project of lin jia ya slide el consists of whittling slope, anti - slide pile with anchoring cable, retaining wall, building ground drainages, level ing off and calking slope, vegetation protection etc. after managing, under the action of earthquake load and watery the stability coefficient of slide is up to 1

    林家崖號滑坡的綜合治理方案是由削方、錨索抗滑樁、護坡擋墻、地表排水、整坡填縫、生物防護等多種工程措施優化組合而成。治理后，在飽水有地震荷載狀態下滑坡的安全儲備系數為1 . 10 。
  2. Men had been cutting the water - weeds higher up the river, and masses of them were floating past her - moving islands of green crowfoot, whereon she might almost have ridden ; long locks of which weed had lodged against the piles driven to keep the cows from crossing

    工人們已經開始在河流的上游割水草了，一堆一堆的水草從她面前漂過去就像是綠色的毛茛小島在移動，她差不多就可以站在上面了河裡栽有一排一排木樁，是為了防止奶牛跑過河去，這時擋住了流下來的水草。
  3. " 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。
  4. We can say that it can develop the usage of soil nailing wall fill the rank of piles disadvantage a bright future of developing and using. the development, application, advantage and disadvantage about the " prestress anchor ribbed beam support system " is introduced in chapter 1 : it " s supporting mechanism and structural feature is introduced and compared with the soil nailing walls and un - embedded rank of piles in chapter 2 ; design and computer steps and more details about the design methods of the support system are introduced in chapter 3 ; the two important parts named draperies and anchors are introduced on their construction technology in chapter 4 ; three foundation trenches " instances with different depth in different soil are showed in the last chapter 5

    本文在第一章概論部分介紹了「預應力錨桿肋梁支護結構」的發展、應用和優缺點；第二章分析其支護機理、結構特點，並與土釘墻和無嵌入排樁多錨支護進行了結構受力對比分析；第三章介紹該支護結構的設計計算方法步驟，詳細介紹了支護結構各部分的設計方法；第四章介紹預應力錨桿肋梁支護系統最重要的兩個部分：帷幕和錨桿的施工技術；第五章介紹了不同土層不同深度的有代表性的三個基坑工程實例。
  5. Ranked no. 1 in the world last year, italian cycling star bettini, won a gold medal in the men ? cycling road race, fulfilling a long held ambition and topping off a great two years

    去年排名世界第一的義大利自行車明星貝蒂尼在男子自行車公路賽上贏得一枚金牌，從而了卻了一樁宿願並為他這成績斐然的兩年畫上了一個圓滿的句號。
  6. 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
  7. Abstract : in this paper ， the problems in collecting data of earth pressure are discussed on the basis of some real projects according to the author ， the present way ， in which earth pressure data are calculated completely from classics theory ， is not practical a nonlinear method of row pile design ， in which the cooperative action of ring beam are taken into account and the lateral pressure is calculated on the basis of the pressure of displacement earth are proposed

    文摘:本文從實例著手，分析了在土壓力取值上存在的問題，目前工程中完全按經典理論進行套算是不確切的;提出了排樁設計中應定量考慮圈樑的協同作用，側壓力按位移土壓力進行計算的非線形方法。
  8. 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。
  9. " and men take care that they should. " if it is designedly done, they cannot be justified ; but i have no idea of there being so much design in the world as some persons imagine.

    「如果這樁事當真是存心安排好了的，那實在是他們不應該可是世界上是否真如某些人所想象的那樣，到處都是計謀，我可不知道。 」
  10. 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。
  11. This article introduces the silt geology platform afterwards uses the powder spurts and the plastics drain off water the board and grille and back pressure protects etc design and the construction control of measure, the construction has the guidance meaning to the construction of the bridge abutment soft base

    摘要介紹了淤泥地質臺后採用粉噴樁、塑料排水板、土工格柵、反壓護道等措施的設計與施工控制，對臺后軟基處治工程的施工有指導意義。
  12. The wire rope laying mechanism design of the lifting system of the vibrating drawing pipe pile engine

    振拔管式打樁機提升系統排繩機構設計
  13. " highway facilities " mean drainage facilities ; protection installations ; crossroads ; boundary markers ; survey stakes ; safety, communications, checking, supervision, control, maintenance, and service facilities ; flower beds ; lawns ; trees ; and special - purpose buildings

    「公路設施」是指公路的排水設備、防護構造物、交叉道口、界碑、測樁、安全設施、通訊設施、檢測及監控設施、養護設施、渡口碼頭、花草林木、專用房屋等。
  14. 4. according as geologic examination, and feasibility and science and economy of scheme, this dissertation offers two schemes to resistance slide

    4 .依據地勘資料，並結合方案的可行性、科學性、經濟性等，本文提出了大河壩滑坡治理方案主要採取抗滑樁加排水措施。
  15. Spatial deformation analysis of cantilever soldier pile retaining structure in deep foundation pit

    懸臂排樁支護結構空間變形分析
  16. 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
  17. The test of negative skin friction along the single pile or wharf bent piles, which is modeled after piles of zanjiang harbor, is studied

    結合湛江港某碼頭工程基樁，用模型試驗模擬現場地質情況，對港口單樁、排架樁基負摩擦力進行模型試驗。
  18. Special means of support may be provided, but under no conditions shall the pipe be placed on timbers, earth mounds, pile bents or other similar supports unless specified designs which are adequate for these abnormal bedding conditions are provided in

    有時可能需要提供特殊的支撐，但除非規定的設計有明確要求，需用於此類非正常墊層條件，否則任何時候均不應將管道鋪設于墊木、土堆、樁排或其它類似支撐之上。
  19. The mechanism and some new work laws of negative skin friction along the single pile or wharf bent piles is analyzed. the engineering construction measure decreased the negative skin friction is presented. an improved empirical formula has been put forward for the calculation of the negative skin friction

    研究得出港口碼頭樁基、排架樁基受到負摩擦力作用時的工作機理、發現新的規律，發現樁負摩擦力的性狀和有利的工程施工措施，並提出港口單樁、排架樁基負摩擦力的計算方法。
  20. The integrate expressions of large strain are deduced by means of spm. and the difference of the soil compacting effects in the condition of large strain and small strain is analyzed. secondly, according to the analytical expressions of single jacked pile, the displacement fields of subsequent jacked pile due to the presence of adjacent pile are obtained

    2 、在得到靜壓單樁擠土產生位移場的基礎上，運用拉格朗日插值法得到了已存在樁的情況下壓樁產生的土體位移場，並推導了二樁，排樁及靜壓群樁施工產生的迎樁面及背樁面位移場的解析式。
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