斜坡穩定性 的英文怎麼說

中文拼音 [xiépōwěndìngxìng]
斜坡穩定性 英文
slope stability
  • 斜 : 形容詞（跟平面或直線既不平行也不垂直的） oblique; slanting; skew; bevel; diagonal; askew; inclined; tilted
  • 坡 : Ⅰ名詞（地面傾斜的地方） slope Ⅱ形容詞（傾斜） sloping; slanting
  • 穩 : 形容詞1 （穩定; 穩當） steady; stable; firm 2 （穩重） steady; staid; sedate 3 （穩妥） sure; rel...
  • 定 : Ⅰ形容詞1 （平靜; 穩定） calm; stable 2 （已經確定的; 不改變的） fixed; settled; established Ⅱ動詞...
  • 性 : Ⅰ名詞1 （性格） nature; character; disposition 2 （性能; 性質） property; quality 3 （性別） sex ...
  • 斜坡 : slope; inclination; incline; hill; clivus; batter; decline; dip; pitch; lean; backfall; pali; [地...
  • 穩定性 : antiwhip
  • 穩定 : 1 （使穩定） stabilize; steady 2 （穩固安定） stable; steady 3 （物質的性能不易改變的作用） stabi...
  1. Stability of rock slopes is generally controlled by the structure of rock masses, especially the soft structure surfaces. analysis of rock mass structures is a key to establish geological models and numerical simulation and a foundation to assess the stability of rock slopes. the weak structure surfaces are mainly bedding planes, faults, joints, schistosity plane and contact zones of intrusive bodies. since they are different in genesis and scale, the rock masses are different in features and mechanical intensities. based on the combination of rock structure bodies, 15 basic modes of deformation and failure of rock slope are systematically summarized. the deformation and failure of rock masses actually result from the recombination and rearrangement of these rock bodies. there are 11 types of rock mass structures and various deformation and failure of bank slopes are present in the reservoir area of the three gorge project

    巖體結構，特別是軟弱結構面對基巖斜坡變形與破壞具有顯著的控製作用，巖體結構模式分析是建立斜坡地質模型和數學模型的關鍵和評價斜坡穩定性的基礎。巖層層面斷裂構造節理裂隙片理與劈理以及侵入體和圍巖的接觸帶等是控制基巖斜坡穩定的軟弱結構面，這些成因不同大小不一的結構面將巖體分割成性質各異力學強度不均的各種巖體結構體，構成了15種基巖斜坡變形破壞的巖體結構基本模式。不同結構體的重新組合與排列是斜坡失穩的內在原因。
  2. Application of continued fraction approximation method to slope probabilistic analysis

    函數連分式漸近法在斜坡穩定性概率評價中的應用
  3. 52 mark e. reid, and richard g. lahusen. real - time monitoring of active landslides along highway 50, el dorado county. adapted from : california geology, 1998, 51 ( 3 ) : 17 20

    54王蘭生.斜坡穩定性問題的工程地質分析a .三峽庫區移民工程地質災害防治與研究c
  4. Multinomial factors should be considered in the stability analysis and hazard prediction of seismic loess slopes

    在地震黃土斜坡穩定性分析和災害預測中，必須考慮多項影響因子。
  5. The result indicates that, after the bridge built, the stress change around major bridge pier is the greatest, and the effect to the stability of slope is also the greatest

    研究表明：橋荷載施加后，主橋墩處的應力改變最顯著，對斜坡穩定性影響較大。
  6. The method of fuzzy comprehensive analysing and evaluating slope stability on catastrophe theory

    基於突變理論的斜坡穩定性模糊綜合分析與評判
  7. The methods of analysis and evaluation to the stability of slope, now mainl y are qualitative analysis, half quantitative analysis, physics model test and qua ntitative analysis. they all are extensively synthetically use of project geology, soil mechanics and classical mathematics physics, with the help of computers

    對于斜坡穩定性的分析評價方法，目前主要有定性分析、半定量分析、物理模型試驗和定量分析等，它們都是對工程地質、巖土力學以及經典數學物理通過計算機進行廣泛的綜合運用，各有側重和優勢。
  8. The remained slip force method considering the effect of rainfall and its application to assessment of slope stability

    剩餘推力法及其在斜坡穩定性評價中的應用
  9. Based on the study of the engineering geological conditions, using fem method to calculate the baseground stress distribution of bridge pier and analysis the stability of slope under different conditions, such as, reset condition, under the bridge load and affected by the changing reservoir water level

    在對橋址區工程地質條件研究的基礎上，採用有限元法方法計算了橋荷載施加前後及水庫水位變動情況下橋址區斜坡應力分佈特徵，並對斜坡穩定性進行了分析。
  10. Based on the introduction of the regional geological background of southern yuan of jingyang and the physical - mechanical properties of the loess, the following contents including time - spatial distribution characteristics of the loess landslide, formation mechanism, environmental evaluation of yuan edge, economic assessment of hazard losses, stability judgment of the slope and prevention - cure measurements are discussed in this thesis

    本論文在簡述了涇陽南塬區域地質環境和土體物理力學性質的基礎上著重論述了區內黃土滑坡時空分佈特徵、形成原因、塬邊斜坡環境演化過程、災害損失經濟評價、邊坡穩定性區劃以及黃土滑坡災害防治措施等幾個方面的內容。
  11. Application of rosenblueth moment estimation method into probabilistic analysis of slope stability

    方法在斜坡穩定性概率評價中的應用
  12. Accordring to basic concept and assumes essentially on the basic of sweden method of slices, be living below the maximum equilibrium state, the function expression about stability safety homogeneous slop is deduced, and the slope surface is consist of two lines and an arc, afterwards according to analysis theory of minimal value ruling on the basic of the maximum, genetic algorithm is applied to slove the dangerousest slide situation and radius and corresponding safely factor

    根據瑞典圓弧法的基本概念和基本假定，在極限平衡狀態下，推導了兩直線段均質斜坡穩定性安全系數函數表達式，然後根據極限分析理論的極小值原理，利用遺傳演算法，求出了邊坡穩定性安全系數極小值，並得到最危險滑動面的滑弧半徑和滑弧中心坐標。
  13. In order to analyse the stability of the slop of this area, the longmen apex was chosen as a typical slope

    為分析長白山天池地區斜坡穩定性，選取龍門峰作為典型斜坡，採用有限元法對其進行應力、位移模擬分析，繪制最大、最小主應力等值線圖。
  14. An indeterminacy theoretical model for evaluation of slope stability

    斜坡穩定性評價的一類非確定性理論模型
  15. The national highway of hurong is a backbone artery of the national west - east direction, and the traffic main artery of the development of the west regions, following the rising of our country high grade highway networked, the problem about geology of mountainous area of the highway building is becoming outstanding. so the paper puts forward the integrated control countermeasure to the slope stability, through taking the state specific geological environment of enshi area as the background, regarding the south lidu landslide as the research object, and using the method of finite element analysis

    滬蓉國道是國家級東西方向的主幹動脈，是西部大開發的交通要道，隨著我國高等級公路網路化的興起，山區公路建設面臨的環境地質問題也日益突出。本研究論文就是以恩施州特定的地質環境為背景，以南里渡滑坡為具體研究對象，通過運用有限元分析的方法，對山體斜坡穩定性進行分析並提出綜合防治對策。
  16. This paper tells an evaluation method based on statistical analysis of geology data ? according to the history of geology change and analysis of project geology about the research section of lidu slope of hurong national highway located in south - west of hubei province, based on abundant actual investigation and experimental data, stressing on tracing the history and rules of development of slope change, we divide the data of investigation and test into two classes, one is external physical feature and structural performance, the other is factor of internal and external dynamic environment, following the analysis of mathematics statistical analysis, which points out the proportion of foundation of geology judgement and puts forward a valid identification beacon of stability

    本研究內容是一種以地質數據統計分析為基礎的評價方法。根據滬蓉國道南里渡滑坡研究區段的地質歷史演變結合工程地質類比法，以豐富的實際勘察、試驗資料為依據，以追索滑體的演化歷史和發展規律為重點，將滑體的勘察、試驗資料劃分為外部形態與結構性狀和內外動力環境因素兩大類，通過數理統計分析，給出地質判據的權重，提出切實可行的穩定性判別標志。從而對斜坡穩定性提出合理的、有說服力的綜合評價。
  17. The stability of yuan edge slope is assessed and plotted out by means of the theory of fuzzy information optimization processing and research in outdoors. at last, the corresponding geo - environmental preservation - cure measurements in southern yuan of jingyang are put forward

    其中，直接經濟損失840 . 09萬元，間接經濟損失211 . 9萬元；應用模糊信息優化處理方法，結合野外地質調查對塬邊斜坡穩定性進行了區劃，提出了相應的治理措施。
  18. Unified safety factor formula for stability analysis of infinite slope

    無限斜坡穩定性分析安全系數的統一形式
  19. Because each factor to affect the stability of slope takes on randomicity, the paper introduces the theory of reliability mathematics into analyzing slope ' s stability, and puts forward some formulas to calculate slope ' s reliability

    摘要本文將可靠性數學的相關理論引入斜坡穩定分析中，結合斜坡在變形破壞中的各影響因素均具有一定隨機性的實際情況，提出了基於概率方法的斜坡穩定性可靠性計算公式，具有一定的現實意義。
  20. Discussion on method of stability analysis of infinite slope for different seepage conditions

    不同滲流條件下無限斜坡穩定性分析方法探討
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