頂坑 的英文怎麼說

中文拼音 [dǐngkēng]
頂坑 英文
apical pit
  • 頂 : i 名詞（人體或物體的最上部） crown; peak; top Ⅱ動詞1 （用頭支承） carry on the head 2 （從下面拱...
  1. The roof or walls will not cave in。

    坑頂或邊墻不能塌方。
  2. The stone made a dent in the roof of my car.

    我的汽車頂讓石頭砸了個坑。
  3. The pillars sustain the roof of the pit.

    坑道頂用柱子支撐著。
  4. According to their space position, the seismic features of shallow gas in this region can be divided into three groups : ( 1 ) features in the stratum : acoustic blanket, acoustic curtains, acoustic turbidity, irregular strong top reflection boundary, and phase pull - down in both flanks ; ( 2 ) features of the seabed : seabed pockmark and giant sunken pit ; ( 3 ) features in the seawater column : acoustic plumes, cloudy turbidity and point - line - type reflection

    該區的淺層氣地震特徵按空間位置分為3大類： （ 1 ）地層中的特徵：聲學空白、聲學幕、聲學擾動、不規則強反射頂界面、兩側相位下拉； （ 2 ）海底面的特徵：海底麻坑、大型塌陷坑； （ 3 ）海水層中的特徵：聲學羽流、雲狀擾動、點劃線反射。
  5. Installing a backflow preventer in a pit or vault is not recommended

    不建議在坑內或拱頂內安裝防迴流閥。
  6. Cenotes are created when limestone in the cave system erodes and the roof collpases, forming a water - filled sinkhole

    當洞穴系統內的石灰巖發生腐蝕而且頂部開始下沉的時候，就形成了盛滿湖水或河水的灰巖坑。
  7. But they never stopped at the quarry. they passed on, up the summit. they plunged into the narrow path between the tall sumach bushes, and were at once hidden in the gloom

    可那兩個人卻經過老石坑，爬上了山頂他們一頭鉆進了茂密的漆樹之間的一條小路，一下子就消失在黑暗中。
  8. Abstract : this paper introduces the scheme, deep cut of foundation pit to bury pipe, which is adopted for wenjiayan seawall in qiantang rever. compared with the scheme of withstanding pipe, this scheme has the advantage of saving investment, simple construction and time + - saving. it is convenient to check the anti - seep installation between water pipe and seawall

    文摘:本文通過錢塘江聞家堰海塘深基坑開挖埋管，替代原設計頂管方案，具有工程投資省、施工簡單、工期短，且便於檢查取水管與海塘之間防滲措施
  9. ( 5 ) the author researches the relationship between the deep foundation ' s shape, area and depth and the deep excavation dewatering. the formula, which calculates the minimum distance between foundation ' s bottom panel and the confined water layer ' s top panel, was put forward

    （五）研究了基坑形狀、面積、深度與深基坑降水相關性，給出了計算基坑底板至承壓含水層頂板間的最小距離公式，分析了針對不同基坑應採用的降水方法。
  10. This paper introduces the technique about pit - jacked pile and building correction to replace by rising

    本文對坑式靜壓樁技術和頂升糾偏技術作介紹。
  11. North berwick offers a golfing experience not found anywhere else, with blind holes, drives over walls and burns, shots over the bay and bunkers deep enough for the golfer to disappear from view

    盲洞擊球過墻和小溪，越過足以沒頂的海灣和沙坑，北貝里克郡的高爾夫體驗是任何其它地方所無法比擬的。
  12. Capping of the pit is practised to prevent dispersion of the contaminated mud from the pit

    泥坑會以清潔的海沙封頂，防止污泥從泥坑擴散。
  13. The pouring anchor and shot concrete as used from the middle of 1950 " s, while the technology of anchorage, which was used as foundation support was popular in europe in i960 " s, and this method was used to strengthen the tunnels " ceilings and support mines from 1970 " s in china

    在我國70年代前已開使在加固隧洞頂、礦山支護等工程中開始使用， 80年代開始應用於深基坑支護工程，但也主要是與鋼板樁、灌注樁、地下連續墻等結合使用，做為支護系統的一種錨固手段取得了良好的效果。
  14. With the aid of his pickaxe, dant s, after the manner of a labor - saving pioneer, dug a mine between the upper rock and the one that supported it, filled it with powder, then made a match by rolling his handkerchief in saltpetre. he lighted it and retired

    唐太斯拿起鶴嘴鋤，在大圓石和那塊頂住它的大石頭之間挖了一個如同工兵開路時想節省人力的坑沿，裏面填滿火藥，然後用他的手帕卷了一點硝石作導火線，點燃導火線，趕快退開。
  15. Ring beam may control the top displacement of piles validly. it has affect on keeping buildings stabling around foundation pit

    圈樑可以有效地控制樁頂位移，可以起到維持基坑周圍建築物穩定的作用。
  16. Through theoretical computation and experimental observation, it is put forward that the maximal depth of the scoured pits of the embankment is from ten to thirteen meters, and for several pits whose top are rinsed by main flow continuously, their scoured depth have reached twenty meters

    經過理論計算和試驗觀測研究，提出了仁存渡以下沙質河床，丁壩最大沖刷坑水深為10 ? 13米，個別受主流持續頂?的丁壩，最大沖刷坑水深可達20米。
  17. The nancha suspending - gay bridge of the changjiang road - bridge in jiangshu runyang, with a main span of 1490m, ranks first in china, third in the world. the north rivets, only 250m from the main stream of changjiang, have a tight liaison with the waterpower of it. especially, in this area, the face of rocks undulates a lot and exist fault - fabric. the soil there has apparent difference with the trend of water. the base - hole of north rivets can be named a super - deep one, with a 60m length, 50m widths, and 48m depths. the fence of the base takes advantages of the rectangular underground continuous wall structure and succeeds

    江蘇潤揚長江公路大橋南汊懸索橋，主跨1490m ，居中國第一，世界第三。該橋的北錨碇距長江幹流僅250m ，與長江水力聯系密切，錨碇區水文、地質情況復雜，表層淤泥質土及松軟粘土層較厚，基巖頂面起伏較大，且存在斷裂構造，土層具明顯的流變特性。北錨碇基坑為長60m 、寬50m 、深48m的矩形超深基坑，其基礎圍護在國內首次採用矩形地下連續墻結構，並獲得成功。
  18. 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。
  19. Based on the method of limitation analysis of soil plasticity, researching from the soil arching mechanism of soil - nailing retaining, the upper limit of the critical height of soil - nailing slopes and the minimum horizontal length from coping of the potential slide surface to the edge of deep excavation are obtained through the analysis to weight of soil and vertical loading and the mechanism of soil and soli - nailing acting reciprocally

    摘要基於土的塑性極限分析方法，以均質土坡為例，從土釘支護結構的準粘聚力理論出發，綜合考慮土體自重、坡頂的條形荷載，以及土釘與土體的相互作用的機理，推導出了土釘支護的臨界高度的上限值和潛在螺旋曲線滑動面在坡頂方向距基坑邊沿的最小水平距離解析表達式，可供基抗支護設計參考。
  20. Mutianyu section of the great wall is of perfect defense functions with parapets and forts set on the upper edge of walls, the outer of which are horse - refraining pits

    慕田峪長城墻頂上兩邊都建有矮墻垛口，外側挖有擋馬坑，防禦功能極為完善。
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