沉降板 的英文怎麼說

中文拼音 [chénjiàngbǎn]
沉降板 英文
diving plate
  • : Ⅰ動詞1 (沉沒; 墜落) sink 2 (沉下 多指抽象事物) keep down; lower 3 [方言] (停止) rest Ⅱ形容...
  • : 降動詞1. (投降) surrender; capitulate 2. (降伏) subdue; vanquish; tame
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  1. While working, the air with dust enters into the sedimentation chamber via wind entrance, dust with large size granule will fall because of sudden expand of the aeriform cubage, then the air will pass the water area of arc boards of the two sides to stir the water. then air with dust will be mixed with water forming water curtain at the exit, fine powder will be collected, purified air will be discharged by blower fans via breakwater and wind exit

    工作時含塵空氣從進風口進入室由於氣體的體積驟然膨脹,大顆粒粉塵集下來,然後空氣經過兩側弧形間的水域並將水攪動含塵空氣與水充分混合在出口處形成水幕,較細的粉塵捕集下來,凈化后的空氣經擋水和出風口由風機排走。
  2. In this case during paleozoic, nearly east west trending arc structures resulted from the interaction between china plate and siberian plate. in mesozoic the westward subduction of kula - pacific plate under the china continental plate resulted in the nne and ne trend structures ( duimadao fault, diaoyudao fault, okinawa fault, uplifts belts and subsidence belts ) as well as volcano - magmatic belts in eastern of china plate

    本文所涉及近東西向展布的弧形構造形成於古生代時期中國塊與西伯利亞塊的碰撞帶,而在中生代,中國塊下的kula - pacific塊向西俯沖導致了北北東向和北東向構造(如duimadao斷層、 diaoyudao斷層、 okinawa斷層、隆起帶和帶)以及位於中國塊東部的火山巖漿帶。
  3. ( 2 ) study on the effects of the design parameters of the piles, which affect the counterforce on the pile head and the sedimentation characteristics of the piled raft foundation. ( 3 ) the principles, methods and processes of balance design method for variable - rigidity were expatiated on the basis of above studies

    理論研究表明:樁距、樁長、樁徑及筏厚度的變化對樁筏基礎樁頂反力及特性有很大影響,特別是筏厚度和樁距的變化對樁筏基礎差影響甚大。
  4. Based on the bedding features of weak intercalations in sandstone plates near the top of underground cavity, the probable failure scale of bedding sliding, the probable settlement, the folding places and the critical length of sandstone beams are computed seperately, then the stability of underground cavity is analysed

    針對地下工程頂部層狀砂巖中存在順層發育軟弱夾層的情況,分別對開挖后可能出現的層間滑動破壞范圍、巖、折斷和臨界長度進行計算,並分析其穩定性。
  5. The influences of fender piles on pile cap reactions, settlements, moments and twist moments of raft are discussed herein

    討論了考慮圍護樁作用對樁頂反力、及筏彎矩、扭矩所帶來的影響。
  6. The regularities of pile - top reaction distribution, the carrying load ratio between pile and raft, the settlement and the imparity settlement of foundation in the frame - tube structure and the single wall are influenced by some factors such as the stiffness of the superstructure, the intensity of the soil under the piles, the length and radius of the piles, the distance between the piles, the thickness and the suspended width of the raft

    對豎向荷載作用下的空間筒中筒結構、樁筏基礎和地基進行了三維有限元分析。研究整體結構和單片墻結構在上部結構剛度、樁端土強度、樁長、樁徑、樁距、筏厚度、筏外挑寬度等影響因素變化時的樁頂反力分佈規律、樁筏荷載分擔比、樁基和差異規律。
  7. With the research object of overbank soft clay near the yiluo river, by means of pack drain to accelerate the consolidation of the soft ground and analysis of fourteen selected representative observation section, in the same time with the help of such testing apparatus as settlement plates, deflection inclinometer, piezometer, telescoping tube, my study not only evaluate the effect of pack drain ' s quickening up the consolidation of soft ground impersonalily and scientifically but also sum up the settlement disciplination of overbank soft clay after more than one years ? observation of settlement and stability continuously

    本文以伊洛河河灘相軟土為研究對象,利用沉降板、測斜管、孔隙水壓力計、分層標等多種測試儀器,選取14個有代表性的觀測斷面,進行了一年多的與穩定觀測。通過對觀測數據的分析,進而對袋裝砂井加速河灘相軟土固結效果進行了客觀、科學的評價,同時推算了系數m _ s和固結度參數,並對河灘相軟土的規律進行了分析。
  8. The tectonic subsidence curves on the southeastern margin of the yangtze plate are drawn out using of backstripping method for the basin formation and evolution. the basins located in the southern margin of the yangtze plate, in the basin dynamic computer simulation, is explored and constituted to be a typical foreland basin which is of not rather high mountain and thermal situation to be lower in this older orogeny belt

    積盆地分析方面,基本查明揚子塊東南邊緣早古生代被動大陸邊緣積特徵及積構造演化,同時運用反剝法技術對揚子塊東南大陸邊緣積盆地形成,演化的構造動力學進行探討,運用計算機模擬方法,定量動力積學對揚子東南邊緣奧陶紀到志留紀前陸地進行計算機模擬分析,探索並建立這個古老造山帶前陸盆定量參數和動態定量模擬。
  9. Through analyzing the 324 highway ' s partial cement concrete road surface, sloping slurry, escapes spatial, bridge head jumps off, roadbed subsidence and so on, the grouting technology is proposed

    摘要分析某國道路段部分水泥混凝土路面斷、唧泥、脫空、破碎及橋頭跳車、路基等主要病害,提出採用灌漿技術來解決。
  10. The rule of loads and settlement is concluded from numbers of settlement observation points ’ data. and in actual construction, this rule could be used to prevent immediate settlement under the accelerated load, and also, the serious result of the soil destruction could be avoided. at last, a proper method of settlement computing is derived from the identified rules, which can be used to guide the practical construction work, of course, meeting the compulsory standards of the settlement control well

    採用逆作法施工,現實地解決了樁、土與筏接觸面的變形協調關系;通過對樁、土受荷過程的實際測試,得出了樁、土分擔荷載比例和變化過程,從而為樁、土的荷載計算提供實際依據;從設置的大量觀測點中所得到的資料,得出荷載、變化規律,從而指導在實際施工中,防止加載過快而導致速,避免由此帶來的土體破壞的嚴重後果;通過規律分析,得出了適用於軟土地區的樁基計算方法,用於指導實際施工,以滿足控制的強制性標準。
  11. The computation results show that the deformation of the dam appears in evident increment and the creep has an obvious influence on the deformation and stress of the face slab

    結果表明,考慮堆石流變后的壩體有明顯的增加,對面的應力變形狀態有較大影響。
  12. In view of the design, manufacture, application and development of the filtering equipment for mineral processing in china, the research achievements and advances in vacuum filter, single - chamber folding belt vacuum filter, horizontal belt filter , disk filter, frame and box pressure filter, belt filter, continuous air pressure filter, settling - filtering centrifugal dewaterer and filtering mediums and aids are summarized and some opinions are given

    針對我國選礦過濾設備的設計製造、應用和發展的情況,總結了真空過濾機、無格及折帶真空過濾機、水平帶式真空過濾機、圓盤真空過濾機、框及廂式壓濾機、帶式壓濾機、氣壓式連續壓濾機、過濾離心脫水機以及過濾介質、助濾劑等方面的設備及過濾技術研究成就與進展,並提出了看法。
  13. Integral equations for solving the consolidation settlement of an elastic circular plate resting on a poroelastic half space

    求解飽和半空間上彈性圓固結的積分方程
  14. Through the laplace transform method, the author has a systemic study on the tolerable differential settlement of the bridge approach with and without approach slabs

    本文通過拉普拉斯變換對設和不設搭路橋過渡段的容許差異進行了系統研究。
  15. By analyzing the effects of some factors on the settlement of backfill behind abutment, such as module of embankment filler, module of flexible approach slab, spacing, layer nlength, the paper proposes some important design parameters. as a result, the design is optimized

    通過分析路基填料類型、柔性搭模量、間距、層數、長度等因素對的影響,得出了一些有指導意義的設計參數,從而優化了設計。
  16. Measurement of atmospheric fall - out by means of metal plaquettes

    用金屬小篩測定大氣污染
  17. At the same time, the applicability and error of different methods used in prefabricated plastic to calculate final settlement based on the field settlement data and to calculate percent consolidation were compared in this dissertation. the results could be a reference in choosing the method of calculating settlement and percent consolidation and to evaluate the error of results in other projects

    對目前根據現場實測資料推算最終的方法和常用的固結度計算方法在用於塑料排水法時的適用性和計算結果的偏差規律進行了比較研究,可作為選擇計算方法和估計計算誤差的依據。
  18. Through the observation on jiaozuo - gongyi yellow river bridge project in he nan province and by using the settlement data obtained in the project, the rules of uneven settlement in soft clay base there were studied in this paper

    本文通過對河南境內焦作至鞏義黃河大橋連接線工程軟土地基兩年多的現場觀測,使用各個斷面不同位置的沉降板數據,研究了軟土地基不均勻規律。
  19. In the last part of the thesis the key points are given with the detailed analysis and summarizing for dynamic control technology in subgrade construction, namely the calculations for the settlement in subgrade construction, including the calculation methods for the dynamic control in pre - compacting period, the burying of settlement plates, and the final settlement of the subgrade

    本文最後重點對路基施工動態控制技術即路基施工過程中量計算進行了詳細分析、總結,包括預壓期動態控制、沉降板埋設、地基最終計算方法等。
  20. With the help of settlement plate, the author conducts observation more than 2 years on highway embankment built on the yiluo river alluvial flat in henan province. as a result many of data have been obtained. through analysising and studying these data, the occurring process of settlement and rate of settlement of the alluvial flat soft clay base under embankment have been found

    本文以伊洛河河灘相軟土為研究對象,利用沉降板對路堤荷載作用下的軟土地基進行了長達兩年多的觀測,獲得了大量的數據,通過對這些數據的分析研究,推算出系數m _ s和固結參數,並得到了河灘相軟土地基固結速率的變化規律。
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