壩趾 的英文怎麼說

中文拼音 [bàzhǐ]
壩趾 英文
dam toe
  • 壩 : 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...
  • 趾 : 名詞1. （腳指頭） toe 2. （腳） foot
  1. In accordance with the testing results and the analysis concerned, it is considered that the seismic wave method, borehole acoustic method and indoor rock mechanics test are feasible to evaluate the engineering quality of the foundation rock for the toe slab of the dam comprehensively, and the results can lay a reliable foundation for the accepting the foundation rock for the toe slab of the dam

    根據檢測結果與分析，認為採用地震波法、鉆孔聲波法以及室內巖石力學試驗綜合評價水電站大壩趾板建基巖體工程質量是可行的，其成果可為大壩趾板建基巖體驗收提供依據。
  2. Based on seismic wave method, borehole acoustic method and indoor rock mechanics test, the dynamic and static parameters of the foundation rock for the toe slab of the concrete face rockfill dam for shuibuya hydropower station are tested, and then the relationship among the rock quality, dynamic parameter and static parameter are established with the parameters obtained from the test, furthermore, the classification and the quality evaluation are made as well

    摘要採用地震波法、鉆孔聲波法以及室內巖石力學試驗法，對水布埡水電站面板壩趾板建基巖體進行了動、靜參數測試，並根據所獲的參數建立了巖體質量、巖體動力學和靜力學參數三者之間的相關關系，對工程巖體進行了質量分級和質量評價。
  3. A brief introduction is given to the treatment of the zeya dam foundation, principles of seepage control and design of the concrete face rockfill dam of the zeya reservoir. as for the excavation of the sand - gravel zones, except the toe slab and its 1 / 9 bottom width down stream, the alluvial layers are excavated to the micro - weathered rocks, while the other sections remain unexcavated. regarding to the treatment of the fracture zones, concrete filling is used for the toe slabs and semi - permeable materials are used for other section. according to the construction characteristics, a filter is placed in the down stream embankment foot. to improve the integrity of the dam foundation and anti - seepage capability consolidation grouting and curtain grouting are adopted. as a result safety, economic benefit, convenience in construction and good performace are achieved

    簡要論述澤雅水庫面板堆石壩壩基處理和防滲的原則及設計要點.趾板基礎和堆石體各區砂礫石基礎開挖，除趾板與其下游1 / 9底寬范圍以及壩腳挖除沖積層至弱風化（局部微風化）基巖外，其餘部分均予以保留.斷層破碎帶處理，趾板部位採用混凝土塞，其它部位採用半透水料置換，並根據本工程特點在下游壩腳加設了反濾層.為提高壩基的整體性和防滲性能，對趾板進行了固結和帷幕灌漿.達到了安全、經濟、便於施工的目的，運行情況良好，可為面板堆石壩的設計和研究提供參考與借鑒
  4. The same methods are applied to rock mass quality assessment of the shuibuya project dam foundation rock mass, and the rock mass fit for dam foundation is selected

    在此基礎上應用該方法對清江水布埡水電工程壩基趾板巖體進行工程巖體質量分級。
  5. The toe energy dissipator research of zuojian hydroproject

    左江水利樞紐壩趾消能研究
  6. Analyses and treatment for the panning amp; scrubbing destructions on flooding - segment dam foot of huilongshan power station

    溢流壩段壩趾淘刷破壞分析與處理
  7. Experimental research on grouting soft rock foundation under toe slab of siping concrete faced rockfill dam

    寺坪面板堆石壩趾板軟巖基礎灌漿試驗研究
  8. The stress - strain characteristic of two typical cfrd built on deep alluvium foundation is analyzed by using numerical method

    摘要對于深覆蓋層上的面板堆石壩，採用將趾板直接置於覆蓋層地基上的垂直防滲方式是一種較為合適的設計方案。
  9. According to the calculation results, the influences of the construction operation program, the length of the toe slab ( connecting slab ) and the rigidity of the diaphragm wall are compared

    據此，對整個壩體的施工程序、趾板（包括連接板）的長度和防滲墻的剛度進行了分析比較。
  10. The dam for chahanwusu hydropower station is the first one among the concrete faced rock - fill dams under construction with the height of over 100 m and the toe slab being constructed on thick and deep cover in china

    摘要察汗烏蘇水電站水庫大壩為目前在建的河床趾板建在深厚覆蓋層上國內首座百米級的混凝土面板堆石壩。
  11. With the action of the water pressure, the non - homogeneous deformation will emerge at the peripheral joint between the faceplate and the toe slab. under the circumstances of the high steep bank slope, the non - homogeneous deformation can damage the water seal and cause serious leakage

    在高陡岸坡的情況下，面板堆石壩受水壓力的作用，周邊縫處的面板與趾板間要產生一定的不均勻變形，甚至使止水破壞，造成嚴重滲漏。
  12. The study shows that the most likely sliding path is located shallowly under the rock bed and the sliding path runs close to a line from tensile area at dam heel to dam toe. staircase sliding paths buried less than 14 meters bellow dam heel are also dangerous, but they are not the most dominant

    研究表明，最危險滑移路徑處于壩基面以下淺層，滑移通道為從上游壩踵拉裂區沿近直線方式向下游壩趾滑出；正常蓄水位時， 9b 、 4b壩段最危險滑移路徑安全系數分別為k _ s = 4 . 15 、 3 . 05 。
  13. The effect of complex groundsill and dam body ' s construction process can be considered conveniently when finite element method is used to analyze dam body ' s stress. but there is no design criterion correspondingly because of the stress concentration that is caused by load at dam heel and dam toe under elastic state. furthermore, its value is easily affected by mesh size

    有限元法分析拱壩壩體應力可以較方便地考慮復雜地基條件和壩體施工過程的影響，但是由於彈性狀態下拱壩壩踵、壩趾處受荷載后的應力集中現象，而且其數值受網格尺寸影響較大，因此至今無與之相應的設計準則。
  14. At the toe of thc stepped spillway if exchange a series of steps for arc section, the highe enersy dissipation can be got bu the pressure is higher in downstream icction

    在壩趾處，不設反弧段比設反弧段時的消能率高，但壩下水平段的壓強值較大。
  15. The influences of the properties of alluvium deposit, the properties of diaphragm wall concrete, the construction sequence of diaphragm walls, the distance between diaphragm walls and dam toe and the shape of diaphragm walls on the stress - deformation behaviors of diaphragm walls of concrete face rockfill dams were studied

    研究了覆蓋層特性、防滲墻混凝土特性、防滲墻施工順序、防滲墻與壩趾之間距離和防滲墻形狀對于面板堆石壩防滲墻應力變形性狀的影響。
  16. According to new idea on toe slab shape design suggested by kuke and in combination with the toe slab shape design of shuibuya concrete face rockfill dam, the " y " line positioning, the shape parameter determination of standard profile, the coordinate calculation related to toe slab shape are presented in this paper

    摘要根據庫克建議的趾板體型設計新思想，結合水布埡面板堆石壩趾板結構的具體設計，對趾板體型設計相關的" y "線的定位、標準剖面體型參數的確定、趾板坐標的計算等進行了闡述。
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