滑動圓弧法 的英文怎麼說

中文拼音 [dòngyuán]
滑動圓弧法 英文
slicircle method
  • : 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...
  • : 名詞1. [數學] (圓周的任意一段) arc2. (古代指弓) bow
  • : Ⅰ名詞1 (由國家制定或認可的行為規則的總稱) law 2 (方法; 方式) way; method; mode; means 3 (標...
  • 滑動 : slither; slippage; slipping; slide; sliding; run; sliding movement [motion]; glide; slump滑動閘門...
  1. It supposed that the circle of sliding surface run through the foot of slide. the factor of safety is transmitted to the function of x coordinate of the intersection point of the tangent at the scrap of the circle and x axis. so, the two - dimension area of searching is changed to one - dimension

    該方先固定潛在的上、下邊界點,利用后緣處的切線與x坐標軸交點的位置確定了的曲率,將二維搜索麵域簡化為一維搜索線域,搜索的上、下限有嚴格的界定,不存在漏點問題。
  2. We not only carefully discuss the clay ' s nature, its anti - sheer intension, the exponents of anti - sheer intension and the water pressure of the hole in clay, but also study varies analysis methods such as sweden strip method, stability coefficient method and bishop ' s simplified method of arc slice. finally, we thoroughly discourse upon the method of none arc slice in slope analysis

    論文中對粘土的抗剪強度特徵、粘性土抗剪強度指標的選擇應用和孔隙水壓力等問題進行了分析,同時對分析土坡穩定性的瑞典條分、穩定數面的畢肖普以及對非面的土坡分析方進行了細致深入的闡述和分析。
  3. In this paper, based on the analysis of the rlem of theory foundation, computing method, preference, applicability, etc, we anatomized the rlem of three self - deficiencies and six scarcities. moreover, we adopted the parallel ways of contrasting the rlem with the fem and applied it to analyzing the impact of slide block of elasticity and plasticity, slip surface of coefficient and slip bed of elasticity, plasticity upon the stability of slope and in the plain linearity slope, the plain refracted line slope and the plain arc slope. in addition, we discussed the warp of between the lem of ( sarma, janbu, order, bishop, morgenstera - price, etc ) and the fem of result and the distributing of positive stress and shear stress on the slip surface

    本文從剖析剛體極限平衡的理論基礎、計算方、參數選取、適用條件等方面入手,剖析了剛體極限平衡方的3點自身缺陷和6點不足,並在此基礎上採用了剛體極限平衡(平面破壞、 sarma、傳遞系數、普遍條分、 janbu、 bishop、 morgenstern - price)與大型有限元對比研究的方,分析研究了平面直線型坡、平面折線型坡、平面坡在漸進破壞中邊坡的體彈塑性參數、麵塑性參數) 、床的彈塑性、以及極限平衡考慮開挖應力釋放等因素對邊坡穩定性的影響與面上的正應力、剪應力分佈規律、安全系數的解答的差異。
  4. Third, it puts forward the logarithmic spiral failure surface bishop steep reinforced slope limit equilibrium stability analysis method. this method is used to calculate the engineering living example and compared with the calculations of the engineering living example and compared with the calculations of the swedish circle method and proved applicable

    第三,本文針對加筋陡坡潛在破裂面矢徑隨路堤深度而增加的特點,提出用對數螺旋線作面的畢肖普進行穩定分析,編制了穩定分析程序,並對工程實例進行了分析計算,將計算結果與瑞典分析進行比較。
  5. For circle failure surface, this paper uses ga ' s theory to search the center of a circle and the radius of it separately, and based on simple bishop method to compute the safety factor ( f ), and compiled program successfully

    針對,採用嵌套式的遺傳演算分別對心、半徑進行遺傳進化搜索,基於簡化bishop原理進行穩定系數的計算,成功的編制了程序。
  6. The circle of sliding surface should develop from the end of fracture down, and the weight of soil above the level of the end of fracture could be considered as up load. then the method according with this case is verified

    這種情況下,潛在應從裂縫底端開始向下延伸,本文按照這一思想提出了適合黃土邊坡穩定性評價的計算方,算例表明該方較按單一的更符合實際。
  7. 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,求出了邊坡穩定性安全系數極小值,並得到最危險面的半徑和中心坐標。
  8. Circle slices method, with its simple principle and brief formula, is still popularly applied in assessment of earth slope stability. however, it exists two aspects of weakness in practical application. the first is difficult to search the most possible sliding surface ; the second is complicated to deal with slices

    條分目前依然是工程中常採用的土坡穩定性分析方,其原理簡單,公式簡潔,但在具體應用時,存在兩方面的困難:一是潛在面不易確定;二是分條使計算過程較為復雜。
  9. Due to the characteristics of slumping, the swedish slipicircle method is satisfied to engineering. applied for the methods, a practical engineering works was analysized

    對于計算方的選擇,由於軟土地基的特點,認為瑞典能滿足工程的需要。
  10. The seismic response is analyzed with total stress method ; and it ' s found that the positions of the most dangerous slide surfaces are fairly stable though the precision for searching is very high. the idea of newmark method is induced to calculate permanent deformation on circular sliding surfaces. the precision is increased and the complexity of searching is lessened

    本文採用總應力分析了填埋場在地震作用下的力響應,通過計算發現,在搜索的精度相當高的情況下,最危險的位置仍然比較固定;在這一發現的基礎上,引入newmark地震永久變形的思想,並將其運用於面從而提高了該方的精度並減少了試算的繁復性。
  11. The main factor and the judgement method of landslide stabilty are analyzed in the paper. the use condition and calculation process of landslide stability theory on circular arc slide plane, single plane slide plane, fold slide plane and bishop slice method are expounded in the paper. the calculation evaluation of landslide stability and the calculation of landslide thrust are also descibed in detail

    論文分析了影響坡穩定的主要因素和坡穩定性的判斷方,重點對面、單一平面面、折線形面、 bishop條分等不同坡模式的坡穩定性理論計算方的使用條件和計算過程作了詳盡的闡述,對坡穩定性計算評價和坡推力計算進行了詳細說明。
  12. Swedish circle method

    瑞典
  13. 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面。
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