混合式堆石壩 的英文怎麼說

中文拼音 [húnshìduīdàn]
混合式堆石壩 英文
composite type rock fill dam
  • : 混形容詞1. (渾濁) muddy; turbid2. (糊塗; 不明事理) foolish; stupid
  • : 合量詞(容量單位) ge, a unit of dry measure for grain (=1 decilitre)
  • : 名詞1 (樣式) type; style 2 (格式) pattern; form 3 (儀式; 典禮) ceremony; ritual 4 (自然科...
  • : Ⅰ動詞(堆積) pile up; heap up; stack Ⅱ名詞1 (堆積成的東西) heap; pile; stack 2 (小山 多用於地...
  • : 石量詞(容量單位, 十斗為一石) dan, a unit of dry measure for grain (= l00 sheng)
  • : 名詞1 (攔水建築物) dam2 (固堤建築物) dyke; embankment 3 [方言] (沙灘; 沙洲) sandbar; sandba...
  • 混合式 : blended learning
  • 混合 : (攙雜在一起) mix; blend; mingle; admix; mixture; mix up; interfusion; commixture; blending; cre...
  • 石壩 : boulder dam
  1. On the basis of collecting and arranging a large amount of projects experience, conbined with construction diversion flood passing measures design and hydraulic model test of lihua hydraulic pawer station in 1995 and 1996, the dissertation studies the issues related with characteristics of concrete face rockfill dam including the selection of construction diversion flood passing standard and measures, flood passing during construction period and embankment stage, coffer dam design, construction scheme and general schedule etc. and present preference for project construction

    本文在搜集整理大量工程經驗的基礎上,結蓮花水電站在1995年及1996年導流渡汛工程措施設計及水工模型試驗,對凝土面板的導流渡汛標準、導流方及其選擇、施工期渡汛及體填築分期、圍堰設計以及施工方案及總進度等與凝土面板特點有關的問題進行研究,為工程建設提供一定的參考。
  2. Extruded concrete curb technology was introduced in 20th congress icold held in beijing in year 2000, this method draw more attention for its improving the compaction of transition material, excellent performance of slope protection, and convenient construction. this extruded concrete curb technology was developed in ita dam construction in brazil, the ita method consists of building and extruded concrete curb by using an extruding machine before the construction of a layer of the transition material, then spread and level the transition material in layers inside the curb, and compact the layer by vib ' ratory roller horizontally

    巴西工程界在埃塔( ita )面板建設中,借鑒道路園林工程中道沿機的擠壓滑模原理,創造性使用邊墻施工法,在每填築一層墊層料之前,用擠壓邊墻機製作出一個半透水凝土小墻,然後在其內側按設計鋪填料,用振動碾平面碾壓,格后重復以上工序。
  3. The choice dam type is especial importance, during the designed research of the rock - fill dam, particular under the rock - fill dam with very deeply cover layer, the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive, whether the. design of dam is scientific and reasonable, it is very important for cutting interpenetration and stability of the dam, the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone, based on the study and analysis the design of cutting seep in the foundation with deep cover with earth, cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country, for the project of the clay vertical middle wall and vertical cutting interpenetration, the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration, respectively in terms of the different stage of complete period sluice period and working condition, adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project. have comparatively all - around comprehended the various model dam, particular the distribute rule of stress and strain of the cutting interpenetration system, provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body, the result of research and advice have very importance value in design and building for the similarity project

    工程設計中,型的選取顯得尤為重要,特別對于基有深厚覆蓋層的,心墻和基防滲墻的應力和變形是體、基最敏感的部位,設計方案是否安全、科學和理,對大防滲和穩定起到至觀重要的作用。本文研究分析了國內外深厚覆蓋層基礎防滲設計、凝土防滲墻與體防滲體銜接形及工程實際應用效果,為下坂地水利樞紐工程深厚覆蓋層基礎防滲設計的方案選擇提供了參考;在吸收和歸納了國內外的設計研究成果的基礎上,對粘土心墻和基垂直防滲方案、瀝青凝土心墻和基垂直防滲方案以及粘土斜心墻和基水平鋪蓋防滲方案,分別按竣工期和蓄水運行期的不同工作情況進行了有限元非線性計算分析;對左岸高陡邊坡的大防滲體與基礎凝土防滲墻的不同結進行了三維有限元靜力計算分析和研究;對凝土防滲墻不同彈性模量對墻體應力和變位的影響進行了三維有限元靜力計算分析和研究。通過對不同方案的計算分析和研究,比較全面的了解了各方案體,尤其是防滲體的應力和變形分佈規律,為型選擇、體結構設計、基礎防滲墻與體防滲體的結以及塑性區大小的確定提供了重要依據。
  4. With the project performance this article introduces some - works on pac under the following aspects : - - - advantages of pcrd construction in the cold district, more durability, reliability and crack resistance of the pac core than concrete facing slab ; - - - mix design, criteria of material selection, relationship between aggregate segregation and mix proportion ; - - - test and study on deformation and strength of the pac

    本文結實際工程進行了如下幾方面的工作: 1 )分析了澆築瀝青凝土心墻在寒冷地區施工的優勢,其防滲結構的耐久性、可靠性、抗裂性等方面性能均優于凝土面板。 2 )確定澆築瀝青凝土施工配比,確定對原材料的選擇原則,探討骨料離析與配比的關系。
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