流動滑坡 的英文怎麼說

中文拼音 [liúdòng]
流動滑坡 英文
flow failure
  • : Ⅰ動1 (液體移動; 流動) flow 2 (移動不定) drift; move; wander 3 (流傳; 傳播) spread 4 (向壞...
  • : Ⅰ形容詞1 (光滑; 滑溜) slippery; smooth 2 (油滑; 狡詐) cunning; crafty; slippery Ⅱ動詞(貼著物...
  • : Ⅰ名詞(地面傾斜的地方) slope Ⅱ形容詞(傾斜) sloping; slanting
  • 流動 : 1. (液體或氣體移動) flow; run; circulate 2. (經常變換位置) going from place to place; on the move; mobile
  • 滑坡 : 1 (地表斜坡上大量土石整體下滑現象) hill creep; landslide; landslip;2 (下滑; 下降) go steadily...
  1. This paper analyses the main geo - ecological environment problems in light of neotectonics, ground subsidence, landslide, collapse, debris flow, groundwater environment evolution, change of land resources, cumulate castoff, etc. in the shenfudongsheng mining district, discusses its influence on the ecological environment

    本文通過新構造運、地面塌陷、水土失、、崩塌、泥石、水環境的演化、土地資源的變化、堆放的廢棄物等方面系統的分析了神府東勝礦區存在的主要的地質生態環境問題,並探討了它產生的生態環境效應。
  2. The author presume the original physiognomy of jiuzhai valley, and acknowledged changhai valley was a surface - water with uniform waterpower, the rize valley was a branch of it but the inequality rise of lithosphere, the deposit of earthquake landslides debris flows and falling or glacier blocked the river - way, furthermore, the flow water with high content of ca ( hco3 ) 2, so tufa dyke formed and evolvement the present dyke of lakes the present physiognomy formed on the base of those 2

    由於地震、、泥石引起的堆積物和冰川作用形成的冰磧物堵塞河道,再加上構造運造成地殼的不均勻抬升,九寨溝的這種獨特的地質環境以及高含ca ( hco _ 3 ) _ 2的巖溶水作用下,為caco _ 3沉積創造條件,沉積的caco _ 3加高、連接最終形成灰華堤壩,使湖泊的形成成為可能。
  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,初步得出自然斜破壞的模式,包括旋轉型、平移型及土等;並對暴雨轉化成泥石的影響因素和碎屑物質的運距離作了定性分析;初步分析了轉化成泥石態化機理。
  4. Based on some examples, geologic hazard problems, such as earthquake, geofracture, ground subsidence, collapse, water environmental depravation, landslide, dilapidation, mudrock flow, float sand, piping and yielding soil deformation etc., are summed up generally during the course of development for chinese cities

    以實例的形式,概要總結了中國城市發展過程中存在的地震、地裂縫,地面沉降、塌陷,水環境惡化,、崩塌、泥石砂、管涌、軟土變形等地質災害問題;根據產生地質災害的力作用性質,對地質災害進行了分類。
  5. According to the practical geological model of slope, by means of the finite element analysis, from the constitutive equations of the elastoplasticity and the viscoelasticity - viscoplasticity, the process and mechanism for progressive failure of the locked segment of rockmass are quantitatively revealed and simulated during the rupture, deformation, destruction, and failure of highsteep slope rockmass, and the dynamics driving the motion of rocky landslide with violent starting velocity by high pressure water flow is dealed with

    根據邊實際地質模型,基於彈塑性與粘彈-粘塑性理論的本構方程,通過有限元模擬分析,定量地揭示和模擬再現了高邊巖體破裂、變形、破壞及失穩前後鎖固段巖體漸進性破壞的機制和過程,探討了高壓水作用下啟程劇的破壞機理。
  6. The upper slope was characterized by all kinds of sliding sediments and lower slope by all kinds of debris flow sediments

    其中,上斜以各種規模的沈積為特色,下料以不同性質的碎屑沈積為特徵。
  7. Induced by geological, geomorphological and hydrogeological features and human activity, wide - spread geological hazards such as debris flows, landslides, land collapses and potential unstable slopes often occur in danba, sichuan

    摘要受地質、地貌、水文氣象條件及人類活的影響,丹巴縣泥石、崩塌及潛在不穩定斜地質災害呈現分佈廣、成災快、危害大等特點。
  8. Insurance company manages insurance wu to want to face various risks, include the catastrophe venture that at present manpower still cannot defy, like typhoon, rainstorm, hail, cold wave, arid, flood, earthquake, mud - rock flow, avalanche, coast, use conflagration of plant plant diseases and insect pests, forest, epidemic disease, etc, the assessment of consequence of the computation of its premium rate, calamity

    保險公司經營保險業務要面對各種各樣的風險,包括目前人力尚無法抗拒的巨災風險,如臺風、暴雨、冰雹、寒潮、乾旱、洪水、地震、泥石、雪崩、植物病蟲害、森林大火、行病,等等,其保險費率的計算、災難後果的評估。
  9. These landslides go with fluidization peculiarity different degree in course of their motion, and their speed and distance increase several times because of the fiuidization, thereby the disaster area greatly broaden. on the base of above, the paper studies systematically the fluidization of large high - speed rockslides in all its aspects : analyzed the aerodynamic effect in the short - range on the base of the wind turmel experiment, studied the effect of falling into pieces when landslides collides mountain ; studied the accelerating effect through high - speed collide experiment of landslides model ; and the paper reappear the overall process including set - out, collide in the short range, debris flow in the long - range of touzhai large landslide via distinct element method ( dem ), studied the flow law and equation of different type of debris flow resulted from large landslide. as a sample to apply, the paper analyzed fluidization mechanism of touzhai landslide

    基於這一點,本文對大型高速巖質體化現象進行了全面而系統的研究:通過風洞模型實驗,研究了大型高速凌空飛行階段的空氣力學效應,研究了飛行中巖體在與途中不山體發塵碰撞時的解體破碎效應,通過巖體高速碰撞模型實驗研究了巖體解體破碎後部分巖體的加速運效應,並應用離散單元法再現了雲南頭寨溝大型高速、近程碰撞、遠程碎屑的全過程,研究了巖體解體破碎后形成不同類型碎屑的運規律及運方程,並對頭寨體化運機理進行了實例分析,取得了以下主要結論和成果: ( 1 )對于大型高速,大多在啟程活階段已獲得了高速,這使得這類在其離開剪出口之後以凌空飛行的形式向前運,在其飛行過程中,巖體與空氣強烈作用,並產生空氣力學效應,巖體在因碰撞而產生的解體破碎效應及部分巖體的加速運效應的作用下,在遠程活階段,以高速碎屑的形式向前運
  10. The breaking condition of the landslide rock mass is of significant reference to the research on the starting point of a high - speed elastic flow

    巖體的破碎情況對研究高速碎屑部位有參考意義。
  11. Numerical models were used to study how the infiltration into a slope varies with the rainfall intensity, rain fall duration, soil properties and how the infiltration influences the stability of a slope. a numerical program is coded to solve the transient seepage field by using the finite element and finite difference methods based on the saturated - unsatured soil seepage theory. a model for considering the variations of soil weight and shear strength is created / constructed and the corresponding program is coded

    本文針對受降雨影響顯著的非飽和殘積土土,運用飽和?非飽和土壤水分運的理論和二維非穩態滲有限元模型,模擬雨水入滲引起的暫態滲場,將計算所得到的暫態孔隙水壓力分佈用於考慮了基質吸力影響的土穩定安全系數的計算當中,建立了考慮非飽和土土從雨水入滲到出現危險全過程的計算模型。
  12. By means of prototype observation, analysis with materials and theories, and laboratory test, the author deeply analyzed the causes and procedure of canal cross section erosion, and obtained eight causes which resulted the canal deform including flow, seepage, runoff, collapse of bank, dry effect, human activity, wave flush, frozen, and then stressed to discuss the frozen process

    本文通過原型觀測、資料分析、理論分析、室內試驗對北引渠道變形的成因和發生機理進行了較為深入的分析研究,給出了造成北引渠道變形的八大原因:水引起的變形、滲透引起的沖刷、地表徑引起的沖刷、變形、乾燥作用、人類和物活的影響、風浪引起的沖刷、凍融侵蝕,並著重闡述了凍融侵蝕的機理。
  13. Activities of the fault zone led to the change of sedimentary facies, and a large number of grativity sedimentation and grativity sliding structures were developed along the slope contolled by the fault zone, with volcanic activities

    同生斷裂活導致了沉積相的顯著變化,沿斷裂形成的斜上發育有大量的重力沉積和重力構造,並伴有火山活
  14. 2. the model experiment aimed at the aerodynamic effect of large high - speed landslides has been accomplished in wind tunnel laboratory for the first time. on the base of testing research, the paper studies different factor which influence the aerodynaxnic effect of flying 1andslide, and numerically simulates the aerodynamic effect with the help of the hydrodynamics finite element

    ( 2 )首次在風洞實驗室進行了針對大型高速凌空飛行階段空氣力學效應的模型實驗,研究了影響飛行巖體空氣力學效應的不同因素;應用體力學有限單元法對飛行巖體的空氣力學效應進行了數值模擬。
  15. However, the effect of blast quake and blast feedback often affect the stability of mountain slope and steep road bed deeply. they may induce disasters such as toppling. slipping and debris flow, also, they affect the safety and economy of engineering

    然而,爆破震效應及其連鎖反應對山體或高陡路基的穩定性具有很大影響,很可能誘發山體的崩塌、甚至泥石等災害,嚴重影響工程的安全性和經濟性。
  16. There have been frequent geological disasters of landslides in the area of yangtze river three gorges, especially in the vicinity of lianziya hazardous rock mountain, where the constant deformation has been observed in the past several years, and the condition has become worse

    長江三峽崩塌發育,崩、等地質災害頻繁,尤其是鏈子崖危巖體,近年來變形活持續不斷,逐年又加劇發展勢頭,存在發生大規模崩塌的危險徵兆。
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