錨桿式擋土墻 的英文怎麼說

中文拼音 [máogǎnshìdǎng]
錨桿式擋土墻 英文
anchor rod retaining wall
  • : 名詞(鐵制的停船設備) anchor
  • : 桿名詞(桿子) pole; staff
  • : 名詞1 (樣式) type; style 2 (格式) pattern; form 3 (儀式; 典禮) ceremony; ritual 4 (自然科...
  • : 擋Ⅰ動詞1 (攔住; 抵擋) keep off; ward off; block; resist 2 (遮蔽) cover; block; get in the way...
  • : 名詞(磚、石等築成的屏障或外圍) wall
  1. Application of the new type wall in engineering practice proves the feasibility and advantages. in the end, comparison between measured data from quite a few engineering examples and calculated theoretical results shows that, the design methods of anchored bar retaining walls and block retaining walls presented in this paper are reliable, which also have a better bearing behavior and good social and economic benefits

    最後通過計算實例以及現場實測結果的對比分析,證明了和砌塊的設計計算方法是安全可靠的,同時證明了和砌塊優越的受力性能以及其良好的社會經濟效益。
  2. Consequently, to optimize the appearance and structure design of retaining walls, especially to have a deeper understanding of the bearing mechanism of various retaining walls and select city retaining wall type reasonably are of great engineering significances and potential economic effect. based on a thorough analysis of the character and mechanism of city - retaining - wall structures, the design theories, construction technology, new wall types and development tendency are deeply discussed. besides, the characteristics of various types of city retaining wall are discussed, and the usual methods for earth pressure calculation are summarized

    本文在綜合分析目前常用城市結構的特點及其受力特性等基礎上,針對一般設計理論、施工技術、新型結構以及未來的發展趨勢進行了深入探討,論述了城市結構的特點,並對常用壓力理論進行了綜述,介紹了城市常見的類型,並介紹了常規的設計理論和方法;通過分析比較,優選出結構和砌塊結構,並從固原理出發,結合工程實踐和大量現場試驗、對的抗拔承載力進行了深入研究,提出了用調整雙曲線模型法計算抗拔承載力的方法,對壓力計算方法進行了探討,對其設計計算方法進行了研究。
  3. The formula of the maximum lateral deformation has been proposed for tie - back wall when the anchors are embedded in unmoving soils or in rocks. this work has enlarged the application field of the previous deformation formula. examples from engineering practice prove that the values calculated with above formulas can meet the need of the pit engineering

    將上面的變形計算公做了推廣,提出了最大側向位移的預測公固不可移動的層或巖石中) ,工程實例表明,利用該預測的變形值可以滿足工程的需要。
  4. Anchor rod retaining wall

    錨桿式擋土墻
  5. Fifteen degree or so of nail and anchor inclination is the optimized. some certain value of nail space is proposed by which soil nailing structure and earth nail wall can be differentiated. the method to analyze the gravity retaining wall is applied to earth nail wall

    建議釘和傾角採用15左右為宜;當釘間距小於某一值,或釘密度大於某一定值時,釘支護形成重力,即,此時可以採用重力的分析方法對釘支護進行分析。
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