泥錨地 的英文怎麼說

中文拼音 [máode]
泥錨地 英文
mud berth
  • : 泥名詞1 (含水的半固體狀的土) mud; mire 2 (像泥的東西) any paste like matter; mashed vegetable...
  • : 名詞(鐵制的停船設備) anchor
  1. Hsu, s. t., “ a constitutive model for the uplift behavior of anchors in cohesionless soils ” journal of the chinese institute of engineers, vol. 28, no. 2, pp. 305 ~ 317, 2005

    許世宗和郭芷伶沈質砂土中錐形擴座碇行為之影響參數研究,朝陽學報,第六期,第375 - 401頁, 2001 。
  2. 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。該橋的北碇距長江幹流僅250m ,與長江水力聯系密切,碇區水文、質情況復雜,表層淤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下連續墻結構,並獲得成功。
  3. Su, s. f. and liao, h. j. " influence of strength anisotropy on piezocone resistance in clay ", journal of geotechnical and geoenvironmental engineering, asce, vol. 128, no. 2, pp. 166 - 173 ( 2002 ) ( sci )

    許世宗和廖洪鈞,沉質砂土中錐形擴座碇行為,中國土木水利工程學刊,第14卷,第三期,第393 - 404頁( 2002 ) 。
  4. Su, s. f. and liao, h. j. “ influence of strength anisotropy on piezocone resistance in clay ”, journal of geotechnical and geoenvironmental engineering, asce, vol. 128, no. 2, pp. 166 - 173 ( 2002 ) ( sci )

    許世宗和廖洪鈞,沉質砂土中錐形擴座碇行為,中國土木水利工程學刊,第14卷,第三期,第393 ? 404頁( 2002 ) 。
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