坡破 的英文怎麼說

中文拼音 [pōpò]
坡破 英文
failure of slope
  • 坡 : Ⅰ名詞（地面傾斜的地方） slope Ⅱ形容詞（傾斜） sloping; slanting
  • 破 : Ⅰ動詞1 （完整的東西受到損傷） be broken; be damaged 2 （使損壞） break; break down; damage 3 （使...
  1. Research on high sideslope failure mode of badong new county town in the three gorges reservoir area

    三峽庫區巴東縣新縣城高邊坡破壞模式研究
  2. The economic benefits gained in this way can be negated by a major slope failure.

    以這種方式得到的經濟利益，可能被一次大的邊坡破壞所抵消。
  3. The fieldworks and the test results show that there appears three failure models on the natural slope, that is, rotational slide, translational slide and earth flows. triaxal tests, including the isotropical consolidation drained and undrained compression and anistropically drained tests, are performed on loosely compacted specimens. the critical state line ( csl ) is obtained in the e - lgp " plot based on the results of the above tests

    在野外調查的基礎上，結合試驗成果分析，初步得出自然斜坡破壞的模式，包括旋轉型滑動、平移型滑動及土流等；並對暴雨滑坡轉化成泥石流的影響因素和碎屑物質的運動距離作了定性分析；初步分析了滑坡轉化成泥石流的流態化機理。
  4. Stereographic technique is used in the analysis of the footwall slope in the open - pit of bangmoshan iron mine. the slope fracture mode and the slipping direction of unstable blocks are given and the stable slope angle is calculated to be 46

    運用赤平極射投影的方法，對棒磨山鐵礦露天采場下盤邊坡進行了穩定性分析，給出了邊坡破壞模式和不穩定塊體的滑動方向，並推算穩定邊坡角為46 。
  5. Analysis of the surrounding dam dry - laid stone slope revetment damage of a yellow river diversion reservoir at early period of water storing

    引黃平原水庫蓄水初期圍壩干砌石護坡破壞調查與原因分析
  6. The thesis encompasses three parts : the first one introduces interlayer slope failure theory, the second one deals with the design of model test and analysis of the test data, the last part analyze the interlayer slope affect factors

    本文的工作分三部分：第一部分，夾層土坡破壞理論；第二部分，夾層土坡模型試驗及實驗數據分析；第三部分，夾層土坡破壞影響因素分析。
  7. The characteristic analysis of quantity variation of seepage on the stone masonry dam auxiliary dam of sheshang reservoir

    躍進水庫壩上游護坡破壞原因分析及加固措施
  8. The principle and method of probability analysis of slope failures are discussed. the probability analysis of yudonghe landslide is exemplified. and the stability function used this slope is also performed

    綜述了邊坡破壞概率分析的基本原理和實施方法，以漁洞河滑坡為例，進行了滑坡體的破壞概率分析，並以此為基礎建立了邊坡穩定預測方程。
  9. Study on slope failure criterion based on strength reduction and gravity increase method

    基於強度折減和重度增加的邊坡破壞判據研究
  10. Application research of gpr in detecting fracture zone of border slope

    探地雷達技術在探測邊坡破碎帶中的應用
  11. First of progressive failure process of the slope through part failure, afterwards touch the extension one by one, finally come into being extensive danagerous the advancing gradually process

    邊坡破壞是首先從局部破壞開始，然後逐點擴展，最終產生大規模破壞的漸進過程。
  12. In general, for the stability of side slope, we should specify a safety factor. because the work state on limiting equilibrium theory of rigid body is assumed, it ca n ' t be used to analyze the course of the rock breakage

    評價邊坡的穩定性，一般來說要給出一個安全系數，建立在剛體極限平衡基礎上的各種方法由於其工作狀態是虛擬的，因此無法分析邊坡破壞的過程。
  13. In this paper, the failure mechanism of the slope in deep foundation pit is studied with stimulation test indoor

    本文旨在通過室內模擬試驗以研究深基坑邊坡破壞的機理。
  14. 4. because the test condition ’ s limitation and serious consequences after landslide, this paper simulated the excavatiing and supporting courses of important slopes with udec method, anticipated the slopes ’ developing trends, and get some theoretical base for reinforcement design

    4 、由於試驗條件的局限性和邊坡破壞后後果嚴重，為盡量避免邊坡的破壞，本文採用了udec程序對重點邊坡的開挖前後階段進行了模擬，預測了邊坡的發展趨勢，為邊坡的支護設計提供了一定的理論依據。
  15. Surface erosion, surface infiltration and movement of ground water are possible triggering mechanisms of failures in loose filled slopes

    地表水沖蝕與滲入、地下水運動都可能引發鬆散斜坡破壞。
  16. The paper presents a detailed numerical analysis to elucidate the failure pattern of the pit wall, the mechanism of the soil - nailed supporting system and its spatial behavior. firstly, a typical two - layer sand - cobble deposit was chosen for a detailed 2d - fem study. it was shown that due to the distinct behaviors of the upper soft sand layer against the much stiffer lower cobble layer, a bi - linear plane failure was recommended to be used in the limit equilibrium analysis

    本論文對砂卵石基坑噴錨網支護進行了數值模擬研究，主要研究內容包括以下四個方面： ansys有限元程序中土體本構模型以及分步開挖與支護計算模擬研究，砂卵石基坑邊坡破壞模式研究，噴錨網支護機理研究及空間性狀研究。
  17. The thesis apply a method of genetic algorithm which is combined with sweden arc method to program to calculate, and regard destroying of beiyin edge slope during freezing - melting eroding as important destroying factors. above two points are the emphases and breakout point

    本文在邊坡穩定分析中利用遺傳演算法與瑞典圓弧法相結合，進行編程計算，並且把凍融侵蝕對北引渠道的邊坡破壞作為重要的破壞因素進行分析研究，以上兩點是本文的重點和突破點。
  18. This thesis expound the area geologic environment of the station and the engineering geologic environment of the slop. this thesis do a lot of survey and analysis about the structure of the rock mass and the destroyed phenomenon of the slop. lt analyse the formation of the destruction and expound the model of the destruction of the slop. on the basis of the analysis of the monitoring data, it expound the influence of excavation to the stability of the slop

    本文闡明了左岸砂石系統邊坡區域地質環境，並詳細研究了邊坡的工程地質條件。對邊坡的巖體結構和已經產生的變形破壞現象進行了詳細的調查和分析，對邊坡破壞的形成機制進行了分析，闡明了邊坡可能的變形破壞模式。在對監測資料進行匯總分析的基礎上，闡述了邊坡開挖對邊坡穩定性的影響。
  19. At last, a 3d - fem model is used for a soil - nailed supporting system in a classical two - layer distribution. the spatial distribution of horizontal displacement is reached by the analysis. some other analyses are made for the different ratio of length of foundation pit and the effect of the ratio on the largest horizontal displacement of the slope is analyzed

    在邊坡破壞模式研究中利用有限元方法對成都砂卵石地區典型的二元體土層基坑開挖進行了數值模擬，認為其破壞並不取均質土的圓弧破壞模式，而是一種折線形破壞模式，同時建議在噴錨網支護設計中錨桿長度的變化和極限平衡分析中考慮折線形滑動面。
  20. However, the mechanisms of similar soil slopes destroying are still unclear and the measures of reinforcing them are improper, so some hidden troubles of engineering are often brought and some resource are wasted

    然而，由於對類土質邊坡破壞機理的認識不夠以及加固措施不力，常常會留下一些工程隱患且造成資源浪費。
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