邊坡破壞 的英文怎麼說

中文拼音 [biānpōpòhuài]
邊坡破壞 英文
failure of slope
  • 邊 : 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...
  • 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...
  • 壞 : Ⅰ形容詞1 （不好的; 惡劣的; 使人不滿意的） bad 2 （表示程度深 多用在表示心理狀態的動詞或形容詞後面...
  • 邊坡 : bank
  • 破壞 : 1 （使建築物等損壞） destroy; wreck; ruin 2 （使事物受到損害） do great damage to; do harm to; da...
  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. Investigation on failure of granitic residual slope by using centrifugal model test

    用離心模型試驗研究花崗巖殘積土邊坡的破壞特性
  3. The dissolution process and the rock mass breakage of marlite slope in three gorges reservoir region

    三峽庫區泥質灰巖溶蝕作用與邊坡巖體破壞
  4. 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。
  5. In this paper, research is emphasized on the situation of slope protection in shaanxi areas, analyses the engineering and economic effect of all kinds of slope protection, compare the traditional protection with the new, puts forward the protection principle that should be followed in shaanxi areas, study the destruction mechanism and stability analysis of high slope in ocher area, and puts forward effected and economic new protection methods

    本文對陜西地區的邊坡防護狀況進行了研究，分析各種防護型式的防護效果及其經濟效益，並結合國內外的防護新技術，對傳統防護型式和新型防護型式進行了對比分析，提出陜西地區在以後的防護工程中應該遵循的原則，並研究了黃土高邊坡的破壞機理和穩定性判斷的方法，提出巖土邊坡有效、經濟的新型防護措施及其施工工藝。
  6. 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 。
  7. 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。
  8. 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
  9. 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。
  10. 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。
  11. 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。
  12. 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。
  13. 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。
  14. 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。
  15. 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。
  16. 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。
  17. 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。
  18. However, conventional investigations for determining slope failure have focused on the linear relationships among many factors, such as slope angle, slope height, material, construction, rainfall, earthquake and so on

    一般而言，公路邊坡破壞受到許多因子的影響，如坡度、坡高、地質材料、地質構造、土地利用、雨量及地震等等。
  19. For the position and the shape of slide surface, it deals with the method of cracks network simulating to count the parameters of discontinuity, and the combination of discontinuity and potential slide surface of the slope

    針對巖質邊坡潛在滑面的位置及具體形態等問題，利用裂隙網路模擬的方法對各結構面進行統計，確定了邊坡破壞的結構面組合模式以及潛在滑面位置。
  20. Because construction destroys the slope, and the stability, the destruction and the protection of the slopes were not studied enough, it cause many buildings failure during the period of construction or running, that increase the investment and impact on economy

    由於人為工程對坡體的破壞，加之對山體的穩定性、邊坡破壞與防護治理重視、認識不夠，導致了許多工程在施工期間或工后邊坡滑塌破壞，既使工程增加了投資、又影響運營效益。
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