砂地錨 的英文怎麼說

中文拼音 [shādemáo]
砂地錨 英文
sand anchor
  • : 名詞(沙子) sand; grit
  • : 名詞(鐵制的停船設備) anchor
  1. Murry, e. j., and geddes, j. d., “ uplift of anchor plates in sand, ” journal of geotechnical engineering, asce, vol. 113, pp. 202 - 215, 1987

    廖洪鈞和許世宗,緊中壓力式垂直擴座碇端之受力行為,中國土木水利工程學刊,第六卷,第二期,第137 - 148頁, 1994 。
  2. 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

    許世宗和郭芷伶沈泥質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 。
  3. Toshinori, s. and tadatsugu, t., “ scale effect of a shallow circular anchor in dense sand. ” soils and foundation, vol. 38, no. 2, pp. 93 - 99, 1999

    許世宗和廖洪鈞,土中多段碇承壓式碇行為,中國土木水利工程學刊,第十二卷,第一期,第91 - 100頁, 2000 。
  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,沉泥質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 ) 。
  5. 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,沉泥質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 ) 。
  6. Su, w. and fragaszy, r. j. ( 1988 ). “ uplift testing of model anchors. ” journal of geotechnical engineering division, asce, vol. 114, no. 9, pp. 961 ~ 983

    廖洪鈞、陳珍貴和張光甫( 1993 ) ,緊密土中間距對擴座碇行為影響之研究,中國土木水利工程學刊,第五卷,第一期,第45 ~ 55頁。
  7. Su, w. and fragaszy, r. j., “ uplift testing of model anchors. ” journal of geotechnical engineering division, asce, vol. 114, no. 9, pp. 961 ~ 983, 1988

    廖洪鈞、陳珍貴和張光甫,緊密土中間距對擴座碇行為影響之研究,中國土木水利工程學刊,第五卷,第一期,第45 ~ 55頁, 1993 。
  8. At last, a 3d - fem model is used for a soil - nailed supporting system in a classical two - layer distribution. the spatial distribution of horizontal displacement is reached by the analysis. some other analyses are made for the different ratio of length of foundation pit and the effect of the ratio on the largest horizontal displacement of the slope is analyzed

    在邊坡破壞模式研究中利用有限元方法對成都卵石區典型的二元體土層基坑開挖進行了數值模擬,認為其破壞並不取均質土的圓弧破壞模式,而是一種折線形破壞模式,同時建議在噴網支護設計中桿長度的變化和極限平衡分析中考慮折線形滑動面。
  9. Su, w. and fragaszy, r. j., “ uplift testing of model anchor. ” journal of geotechnical engineering division, asce, vol. 114, no. 9, pp. 961 - 983, 1988

    參考文獻1 .廖洪鈞、陳珍貴和張光甫,緊密土中間距對擴座碇行為影響之研究,中國土木水利工程學刊,第五卷,第一期,第45 - 55頁, 1993 。
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