進口高邊坡 的英文怎麼說

中文拼音 [jìnkǒugāobiān]
進口高邊坡 英文
high intake slope
  • : 進構詞成分。
  • : Ⅰ名詞1 (人或動物進飲食的器官; 嘴) mouth 2 (容器通外面的地方) mouth; rim 3 (出入通過的地方) ...
  • : Ⅰ形容詞1 (從下向上距離大; 離地面遠) tall; high 2 (在一般標準或平均程度之上; 等級在上的) above...
  • : 邊Ⅰ名詞1 (幾何圖形上夾成角的直線或圍成多邊形的線段) side; section 2 (邊緣) edge; margin; oute...
  • : Ⅰ名詞(地面傾斜的地方) slope Ⅱ形容詞(傾斜) sloping; slanting
  • 進口 : 1 (船隻進港) enter port; sail into a port2 (外貿進口) import3 (入口) entrance; [機械工程] i...
  • 邊坡 : bank
  1. 3d limit analysis of stability of high slope at intake of huge hydropower station

    水電站穩定性三維極限分析
  2. Abstract : a brief introduction to scientific research in the three gorges project ( tgp ) and the applications of research achievements is given, which include treatment of newly slited layer on the foundation of the first stage earth - rock cofferdam, dumping bottom technique of river closure in deep water, construction of cut - off walls in the second stage earth - rock cofferdams, 3 - d computer simulation of river closure, concrete casting alternatives and selection of major construction equipment for the second stage construction optimization of durability of raw materials of concrete, deep sliding resistance and stability of the intake dam section, the section of the intake of the power station, the intake penstock of the power station, layout and hydraulics problems of shiplocks, stability of high slopes of shiplocks, and optimization of the system structural anchor bars to reduce the risk of cracking in the concrete wall and 700mw turbine generator units

    文摘:介紹三峽工程的科研項目,綜述三峽工程開工以來的主要科研成果及工程應用情況,包括:一期土石圍堰基礎處理與施工技術;大江截流上下游土石圍堰平拋墊底研究;二期圍堰防滲工程研究;大江截流計算機科學管理;大壩混凝土澆築方案及主要施工機械選型;混凝土的原材料和耐久性優化試驗研究;大壩基礎深層抗滑穩定研究;三峽電站型式研究;鋼襯鋼筋混凝土引水管道研究;蝸殼打壓、廠壩間伸縮節問題研究;永久船閘的引航道布置、輸水系統及水力學、穩定、混凝土襯砌墻的結構與支護研究;特大型水輪發電機組的科學研究。
  3. A brief introduction to scientific research in the three gorges project ( tgp ) and the applications of research achievements is given, which include treatment of newly slited layer on the foundation of the first stage earth - rock cofferdam, dumping bottom technique of river closure in deep water, construction of cut - off walls in the second stage earth - rock cofferdams, 3 - d computer simulation of river closure, concrete casting alternatives and selection of major construction equipment for the second stage construction optimization of durability of raw materials of concrete, deep sliding resistance and stability of the intake dam section, the section of the intake of the power station, the intake penstock of the power station, layout and hydraulics problems of shiplocks, stability of high slopes of shiplocks, and optimization of the system structural anchor bars to reduce the risk of cracking in the concrete wall and 700mw turbine generator units

    介紹三峽工程的科研項目,綜述三峽工程開工以來的主要科研成果及工程應用情況,包括:一期土石圍堰基礎處理與施工技術;大江截流上下游土石圍堰平拋墊底研究;二期圍堰防滲工程研究;大江截流計算機科學管理;大壩混凝土澆築方案及主要施工機械選型;混凝土的原材料和耐久性優化試驗研究;大壩基礎深層抗滑穩定研究;三峽電站型式研究;鋼襯鋼筋混凝土引水管道研究;蝸殼打壓、廠壩間伸縮節問題研究;永久船閘的引航道布置、輸水系統及水力學、穩定、混凝土襯砌墻的結構與支護研究;特大型水輪發電機組的科學研究。
  4. High intake slope

    進口高邊坡
  5. 3 ) the combination of alike corners, radiuses and bottoms with different border coefficients. 4 ) the contrast between the conditions with exit incline ridge and the one without it. 5 ) the contrast between the conditions with entrance ridge and the one without it

    L )不同轉角,曲率半徑和底組合; 2 )相同轉角和曲率半徑,不同底的組合; 3 )才目同轉角,曲率半徑和底,不同系數的組合; 4 )有無出斜坎的對比; 5 )有無坎的對比; 6 )不同坎的對比。
  6. All water conveyance and water discharge structures are designed to locate at right bank strip ridge, due to special topography and land form. large excavation area and steep slope raising from close plan locations of adjacent structure lead to slope stability. in general, slope stability analysis and treatment are concerns of zipingpu project

    由於其特殊的地形、地貌,工程的各輸、泄水建築物共7條隧洞均布置在右岸條形山脊內,各相鄰建築物的平面位置距離較近,開挖范圍大、且陡,存在著大量因開挖而形成的穩定問題。
  7. Vibration safety monitoring of high side slope under explosive excavation in underground power station inlet of right bank of three gorges project

    三峽右岸地下電站開挖爆破震動安全監測
  8. There are large words in slope design and slope deformation analysis with monitoring involved, on basis of geology of slopes at nos. 1 and 2 diversion tunnel inlets and actual project conditions of zipingpu project. interior and exterior factors and conditions causing deformation are obtained from analysis. special measures to control deformation are taken to ensure long - term stability, such as consolidation

    本文以分析紫坪鋪水利樞紐1 ~ # 、 2 ~ #導流隧洞為主,根據導流隧洞的地質及具體的工程環境及條件,對工程中的設計所遇到的一些問題行了分析和闡述;並採用了一定的監測手段,對施工過程中產生的變形,行了觀測分析,通過綜合分析,找出變形的內在因素和外部條件,有針對性的採取工程處理措施。
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