過度崩落 的英文怎麼說

中文拼音 [guòdùbēnglà]
過度崩落 英文
overbreakage
  • 過 : 過Ⅰ動詞[口語] （超越） go beyond the limit; undue; excessiveⅡ名詞（姓氏） a surname
  • 度 : 度動詞[書面語] （推測; 估計） surmise; estimate
  • 崩 : 動詞1 （倒塌; 崩裂） collapse 2 （破裂） crack; burst 3 （崩裂物擊中） hit 4 [口語] （槍斃） shoo...
  • 落 : 落名詞[方言] （北方對蓮花落的俗稱） a kind of folk song
  • 過度 : excessive; over; undue; ana-; hyper-
  • 崩落 : talus ruoble; scree; collapse; soot; inoreak; slicle; caving in崩落冰川 debris glacier; 崩落采礦...
  1. First, current situation and development of landslide ' s research in china and overseas are introduced in this paper. and the prevention and elimination of landslide in our country are also presented ; second, basic knowledge of landslide, such as the differences between landslide, devolution, strew at random and other phenomenon of jamb ' s distortion ; its overgrowth ; several ways for determining the mode of snip intensity is also introduced

    本文首先介紹了國內外對滑坡研究的現狀和發展方向，以及我國滑坡防治的歷程和最新發展動態；其次介紹滑坡的基本知識，滑坡與崩塌、錯落等其他斜坡變形現象的區別，滑坡的發育過程，滑坡治理過程中滑帶土抗剪強度指標的幾種確定方法。
  2. 4. the non - linear interaction mechanism derived from the scale of system was discussed. the paper deemed that, falling sliding face is not a rectilinear type, the non - linear coupling of falling factors sharply enhanced in large sand - pile ; the stabilization of surface layer sands are different in the time and space, especially the stating probability is higher than halting, and probability of fault in slope foot is higher than top as well ; the faulting forms will be affected by bounder situation strongly

    大尺度散粒體坡面的崩塌滑動面，一般並非直線形，在崩塌過程中的耦合作用將增大落沙規模；理想化的沿直線坡面滑動情況，坡面表層砂粒的穩定性也並不是在時間、空間上都均衡的，可以造成起動容易止動難，或坡角失穩概率大從而牽連整個坡面的情況；長大高陡坡面的失穩形式，可以受坡腳（邊界）的巨大影響。
  3. Based on the analysis of the evolution of the structural parameters of non - pillar sublevel caving of mines both in and outside china, it is pointed out that increasing continuously the sublevel height is not suitable for application in china because of the limitation of various factors while increasing the access space is the main way to reduce the amount of developing work, reduce the mining cost and increase the one - time caved ore amount so as to raise the mining strength and the labour production rate

    分析了國內外礦山無底柱分段崩落法結構參數演變過程后指出，繼續增大分段高度由於諸多因素的限制，在我國並不適宜推廣應用，而增大進路間距卻是減少採準工程量、降低采礦成本、增大一次崩礦量、提高采礦強度和勞動生產率的主要途徑。
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