zipingpu 中文意思是什麼

zipingpu 解釋
紫坪鋪
  1. Excavation method for inclined shaft excavation in headrace tunnel at zipingpu water conservancy project

    紫坪鋪工程引水系統復雜地質條件下洞群進洞技術
  2. Due to complex and varied geological conditions for 4 headrace tunnels at zipingpu project, real time monitoring technique was used during informatization construction according to new austrian tunneling method, system observation for typical sections was conducted by following in - situ construction, based on which inverse analysis for rock mechanics parameters was conducted

    針對紫坪鋪工程4條引水發電隧洞復雜多變的地質條件，採用新奧法隧洞信息化施工中倡導的實時動態監測技術，跟蹤現場施工進行了典型斷面的系統觀測，在此基礎上進行了圍巖宏觀力學參數的反分析研究。
  3. Special situation treatment and deep hole purdah grouting engineering technology in zipingpu water - control project

    紫坪鋪水利樞紐工程深孔帷幕灌漿及特殊情況處理
  4. Formulation of budget estimate financed by foreign funds at zipingpu water conservancy project

    紫坪鋪水利樞紐工程外資概算的編制
  5. Zipingpu multi - purpose water project in sichuan province

    四川省紫坪鋪水利樞紐工程
  6. Water environment of zipingpu hydro project and its protection

    紫坪鋪水利樞紐工程水環境狀況及保護
  7. Construction schedule management of zipingpu water conservancy project

    紫坪鋪水利樞紐工程進度管理的實踐
  8. Flood control during construction period at zipingpu water conservancy project

    紫坪鋪水利樞紐工程施工期防汛工作淺析
  9. Zipingpu multi - purpose dam construction project is located at yingxiu - dujiangyan reach, upstream of minjiang river, west sichuan

    紫坪鋪水利樞紐工程位於四川省西部的岷江上游，映秀至都江堰市沙金壩河段上。
  10. Zipingpu hydraulic key project is located at shajinba reach, upriver of minjiang river, being built for agricultural irrigation and civil water supply. it also has integrative benefits such as preventing flood, generating electricity, environmental protection and tourism

    紫坪鋪水利樞紐工程位於四川省成都市西北60km的岷江上游沙金壩河段，是一座以農業灌溉、城市供水為主，兼有防洪、發電、環境保護、旅遊等綜合效益的水利工程。
  11. Application of scour and abrasion resisting high grade concrete mixed with silica powder and retarded water - reducing agent in zipingpu hydropower station

    緩凝高效減水劑配製高標號抗沖耐磨混凝土在紫坪鋪電站中的應用
  12. After the reservoir sluices, the national highway 213 in this area will be submerged. so the national highway 213will increase its elevation to about 920 meters. in order to estimate the influence of the slope - sliding and bank - collapsing which caused by the reservoir sluices to the elevated highway, and to estimate possible emigration problem, stability analysis of landslide body no. l, 2, and 3 in i, ii area which located in bank accumulation body of zipingpu reservoir in national highway 213 is made by transfer coefficient method and 2 - d 3 - d fem in this paper

    紫坪鋪水庫正常蓄水位高程877m ，水庫蓄水后將淹沒該段現國道213線，因此國道213線將改線抬高至920m高程附近，為正確評價因水庫蓄水造成的滑坡、塌岸對改線公路的影響，以及可能產生的移民問題，本文用傳遞系數法和二維、三維有限元方法對有可能失穩的213國道紫坪鋪庫區庫岸堆積體、區的1號、 2號、 3號滑坡體進行了穩定性分析。
  13. The collapsing scope of bank accumulation body of zipingpu reservoir in national highway 213 which caused by the sharply falling of water level of zipingpu reservoir is estimated according to the fem plastic zone graph

    根據有限元法得出的塑性區圖，對紫坪鋪水庫蓄水后水位驟降可能引起213國道紫坪鋪庫區庫岸堆積體的坡角坍塌范圍進行了估計。
  14. Through test and research of zipingpu reservoir concrete faced rockfill dam ' s material and finite element analysis of the dam, physics and mechanical characteristics were studied, such as characteristics of rock, compaction, permeability, compressibility and so on, of the no viscous moraine and gravel. at the same time, the mutual relation of physics and mechanical characteristics were studied

    對紫坪鋪面板堆石壩築壩料試驗研究，了解堆石料等無粘性粒狀土的巖性、級配、壓實性、滲透性、壓縮性等物理力學性質，以及物理性與力學性之間的相互關系。
  15. Study on reservoir regulation at first filling at zipingpu water conservancy project

    紫坪鋪水利樞紐工程蓄水初期調度方案研究
  16. Power tunnel alignment optimization design for zipingpu water conservancy project

    紫坪鋪水利樞紐工程引水發電隧洞軸線優化設計
  17. Reinforcement of spillway slope by anti - slide piles for zipingpu water control project

    紫坪鋪水利樞紐溢洪道邊坡加固抗滑樁施工
  18. Brief talk on management of zipingpu water conservancy project materials supplied by the employer

    淺談紫坪鋪水利樞紐工程業主供應材料的管理
  19. 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，各相鄰建築物進出口的平面位置距離較近，開挖范圍大、坡度高且陡，存在著大量因開挖而形成的高邊坡穩定問題。
  20. Look back generally to elaborate the development and present situation of the stress - strain model of soil. according to a great deal of data of the test and research of zipingpu reservoir concrete faced rockfill dam ' s material, suggest the more reasonable stress - strain - volume change equation to contain strain softening, dilatancy ( shrinkage ) of the no viscous moraine and gravel. suggest the method to gain the model ' s parameter

    較全面回顧闡述了土體本構模型的發展和現狀，根據紫坪鋪面板堆石壩築壩料的大量試驗研究，提出相對合理的應力應變關系方程，以反映土體的應變軟化、剪脹性，並提出模型參數的求取方法，求取模型參數。
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