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圆弧滑动的英文

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"圆弧滑动"怎么读用"圆弧滑动"造句

英文翻译手机手机版

  • circular slide
  • circular slip
  • rotational slide

例句与用法

  • Deep rotational failure
    圆弧滑动破坏
  • Swedish circle method
    瑞典圆弧滑动
  • Circular sliding surface
    圆弧滑动
  • Fold line plane was more suitable than the circular slip plane for the shallow slide
    对于膨胀土边坡的浅层滑动面,采用折线滑动面比圆弧滑动面更接近于实际情况。
  • 1 . a unified optimization model of slope stability analysis is obtained , and the model ' s structure and the form of limit state equation do not vary with the analysis methods of slope stability . 2
    建立了边坡稳定性分析(圆弧滑动面或任意形状滑动面)的一整套数学模型,该模型不因外界条件、边坡稳定性计算原理的改变而变化,具有普遍的适用性。
  • So the author proposed some compliments in circle slices method as follows : first , after definite integral method instead of the present slices method was suggested by chen zuyu , a lot of experts studied at this aspect because this method can get rid of the slicing
    本文针对这两个问题作了以下改进: 1 、在陈祖煜提出用积分的思路代替条分法以后,不断有人在这方面作研究。本文推导了圆弧滑动面的稳定系数的解析公式。
  • Pass to analyze the our country current the deep establishes structurally , development with present condition . proceeded the comparison to the inside dint calculation method of the current a system , evaluate its merit and shortcoming , and point out to design a key for the is structural problem consist in the soil pressure distributes regulation , size and its influence factors . this text also obtained the good result in calculator that adopt foundation best plan imitate arc glide calculate every kind of a soil in the construction pressure , proceed possibility compare , at actually appliedly
    通过分析我国目前深基坑支护结构的建立、发展和现状。对现有的深基坑支护体系的内力计算方法进行了比较,评价其优缺点,并指出设计支护结构的关键问题在于土压力的分布规律、大小及其影响因素。本文在采用计算机模拟圆弧滑动面的基础上计算各种支护结构中的土压力,进行可行性比较,在实际应用中也取得了较好的效果。
  • 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
    论文中对粘土的抗剪强度特征、粘性土抗剪强度指标的选择应用和孔隙水压力等问题进行了分析,同时对分析土坡稳定性的瑞典条分法、稳定数法、圆弧滑动面的毕肖普法以及对非圆弧滑动面的土坡分析方法进行了细致深入的阐述和分析。
  • Based on the past researches , this paper analyses the stability of the soil nail further , especially its inner stability . various methods of stability analysis in and outside china are appraised , then , the classical arc glide method is improved in this paper . the later method can analyze two failure modes : the soil nail ' s pull - out failure and its breakage
    本文在前人研究的基础上,进一步分析了土钉支护结构的稳定性,尤其是内部稳定性,对国内外的各种分析方法做出了评价,并将较为经典的圆弧滑动法加以改进,使其可以考虑土钉的拔出和拉断两种破坏形式。
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