非飽和邊 的英文怎麼說

中文拼音 [fēibǎohébiān]
非飽和邊 英文
unsaturated edge
  • 非 : Ⅰ名詞1 （錯誤） mistake; wrong; errors 2 （指非洲） short for africa 3 （姓氏） a surname Ⅱ動詞1 ...
  • 飽 : Ⅰ形容詞1 （吃足） have eaten one s fill; be full 2 （充實; 飽滿） full; plump Ⅱ副詞（充足; 充分）...
  • 和 : 和動詞（在粉狀物中加液體攪拌或揉弄使有黏性） mix （powder） with water, etc. : 和點兒灰泥 prepare some plaster
  • 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...
  • 飽和 : （在一定溫度壓力下, 溶液可含溶質的量達到最大限度, 不能再溶解, 泛指事物達到最高限度） saturation; saturated
  1. By direct shear for and normal triaxial shear tests of non - saturated desert sand, the parper studied the effect of water content and dry density on the strength of the non - saturated desert sand, and set up the code of this sand. based on the plane strain test of non - saturated desert sand slope, the paper analysed the destruction way of the excavaion side during the construction by means of adding water, and brough forward a formule that calculates the allowable of excavation and pile hole

    通過非飽和沙漠砂直剪試驗和常規三軸剪切試驗，研究了含水量和干密度對非飽和砂強度的影響，建立了這種砂的強度準則。通過非飽和沙漠砂邊坡室內平面應變試驗，分析了沙漠井場浸法施工中就基坑壁的破壞方式，推導出了基坑和樁孔容許開挖深度的計算公式。
  2. Variation of the soil suction of unsaturated soil slope under alternative action of infiltration and evaporation is studied taking a filled road slope and an excavated one as examples

    將公路填方和挖方路基邊坡作為典型算例，研究了入滲、蒸發交替作用下非飽和土邊坡內吸力的變化。
  3. 3. the study on the parameters that affect the seepage field of unsaturated slopes based on the existent program of 3 - d saturated - unsaturated seepage, mainly including ( 1 ) the combination of different rainfall intensity, duration, and type ; ( 2 ) the essence of medium, e. g

    利用已有的三維飽和-非飽和滲流程序對在降雨條件下影響非飽和邊坡滲流場的參數進行研究，主要包括： （ 1 ）不同降雨強度、降雨歷時、雨型等降雨類型組合； （ 2
  4. Solution to 3 - d unsteady saturated - unsaturated seepage problem and accurate treatment of saturated and unsaturated exit surfaces of seepage

    非飽和滲流場求解及其逸出面邊界條件處理
  5. The infiltration process of the water on the surface is analysized under rainfall conditions, the two - dimensional mathematical model and its boundary conditions are presented

    分析了降雨條件下地表水入滲的過程，提出了降雨條件下非飽和滲流的二維數學模型及邊界條件。
  6. On the basis of the existing researches about the fully coupled thermal field and moisture movement in unsarurated loess soils, this paper gives the finite element module of thermal field after consideration of various natural elements such as wind speed, radiation, evaporation, and meanwhile put forwards the finite element module of moisture movement on saturated - unsaturated loess soils. furthermore, the paper also probes into the thermal and moisture transferring and coupled theory, and gives finite element module of fully coupled thermal field and moisture movement in unsarurated loess soils

    在國內外有關非飽和土溫度場、水分遷移場及其耦合問題研究的基礎上，給出了考慮輻射、蒸發、風速等邊界條件的溫度場有限元方程，給出了計算飽和-非飽和土水分遷移場的有限元方程，對非飽和黃土中溫度場和水分遷移場傳輸機理及其耦合問題進行了初步的研究，給出了土體溫度場和水分遷移場之間耦合問題的有限元計算模式，分析了溫度和含水量之間的相互作用和影響。
  7. Parametric study on the effect of rain infiltration on stability of unsaturated expansive soil slope

    降雨入滲對非飽和膨脹土邊坡穩定性影響的參數研究
  8. A one - dimension model was proposed simulating the regularity of moisture flow under rainfall condition

    摘要應用非飽和土一維降雨入滲模型模擬膨脹土基坑邊坡在降雨入滲條件下的水分運移規律。
  9. The variation of water distribution in unsaturated slope and the slope stability due to rain infiltration is studied in this paper

    本論文研究降雨入滲條件下非飽和土邊坡內水分分佈規律以及由此而引起的邊坡穩定性的變化。
  10. Landslide is closely related to rainfall, and for unsaturated soil slope the rain infiltration is the most important one that results in landslide

    降雨入滲是非飽和土邊坡失穩的主要誘發因素，滑坡與降雨有著密切的關系。
  11. Effect of unsaturated soil suction on the stability safety coefficient of soil slope

    非飽和土吸力對邊坡穩定性安全系數的影響
  12. The soil - water characteristic curve, the coefficient of saturated hydraulic conductivity and the initial state of medium ; in the paper, the influence of rain infiltration on the slope stability is discussed, which is very helpful for forecasting slope stability in raining seasons and designing slopes in deep unsaturated zone

    ）介質的本身性質，如土水特性曲線、飽和滲透系數、及介質的初始狀態；通過本文的研究，初步分析探討了降雨入滲對邊坡穩定性的影響，為在雨季邊坡失穩的預報和具有深厚非飽和區的邊坡的設計提供了科學的依據，具有一定的工程意義。
  13. Considering the shear strenth of unsaturated soil, the method of analysis of limit equilibrium has been approved and it can be used in the analysis of the stability of saturated - unsaturated slopes

    在考慮非飽和區土體抗剪能力的情況下，對傳統的邊坡極限平衡分析方法作了改進，使之可應用與飽和?非飽和區土體的邊坡穩定問題。
  14. Calculation results show that the suction of the soil close to slope surface is mainly controlled by rainfall infiltration and evaporation, while the deeper soil ' s suction is controlled by the gravity and groundwater conditions

    指出非飽和土邊坡近坡面土體吸力主要受入滲、蒸發條件控制，而深層土體吸力主要受重力及地下水條件控制。
  15. Finally, two examples were used to analyse the influence of cycles of drying and wetting on subgrade sedimentation and slope stability of expansive soils, the conclusion is given that the influence of cycles of drying and wetting on strength and deformation must be considered to the foundation or structures which consists of expansive soils

    最後我們採用兩個算例分別計算了干濕循環對非飽和膨脹土路基沉降以及邊坡穩定的影響，通過計算得出了在以非飽和膨脹土作為構築物基礎或構築物時，應認真考慮干濕循環對其強度和變形特性降低的影響的結論。
  16. Rainfall infiltration induces rock slope to slip by mostly changing seepage flow field in unsaturated zone of slope, and infiltration under different rainfall degrees is special instance of rainfall infiltration

    摘要降雨入滲主要是通過改變巖體邊坡非飽和區滲流場引發邊坡發生滑坡的，而不同降雨強度下的入滲又是降雨入滲的特例。
  17. Based on the saturated - unsaturated seepage theory, the mathematic model under the condition of rain infiltration has been deduced. the problem of mathematic model is primarily solved and the rain infiltration boundaries have been successfully handled

    並以飽和一非飽和滲流理論為基礎，推導了考慮降雨入滲的三維飽和一非飽和滲流數學模型，闡述了降雨入滲的數學建模問題，而且對于降雨入滲問題邊界條件的處理也取得了成功。
  18. Three boundary condition expressions of unsaturated soil slope under rainfall infiltration and evaporation conditions are presented

    摘要討論了非飽和土邊坡在入滲、蒸發條件下的三類邊界條件表達形式。
  19. The influence of stress state and wetting path on the transient seepage in unsaturated slopes

    應力狀態和濕化路徑對非飽和邊坡的瞬態滲流狀況的影響
  20. The optimal course is automatically implemented with matlab. the cusp catastrophe model is established by means of the upper bound theorem of plastic limit theory. the characteristic formula of the failure of slope is also deduced

    根據分析邊坡穩定性的塑性極限方法的上限理論建立了邊坡失穩尖點突變模型，並得出邊坡突發式滑坡的特徵關系式，用突變理論對非飽和土邊坡穩定進行了初步研究。
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