片语

slip crack surface滑裂面

non-slip p surface防滑地面

potential slip curve surface theory潜在滑移线理论

the non-circular slip-surface非圆弧滑面

non-slip deck surface防滑甲板表面

glide plane滑移面；滑动面

slip plane[电子][晶体] 滑移面；[流][地质] 滑动面；滑面；侧滑面

slip resistant surface防滑表面

Types of slip surface滑动面类型

most dangerous slip surface危险滑动面

英汉例句

• it provides theoretical basis for determining geotechnical slip surface and has a guiding significance for studying geotechnical strength criterion.

  为巖土滑移面的确定提供了理论依据，对研究巖土强度準则具有指导意义。

• according to the transient simulation of seepage field and non-saturated shear strength theory, the stability of sipu landslide and the space-time evolution of the critical slip surface were analyzed.

  根据模拟的瞬态渗流场与非饱抗剪强度理论，对思铺滑坡的稳定性和最危险滑动面的时空演化进行了分析。

• the collapses can be divided into two types with continuous slip surface and without continuous slip surface, and 10 sub types.

  贵州的巖溶边坡失稳归纳起来可分为两大类（具有连续滑面和没有连续性滑面的失稳类型）10小类。

• beginning at the analysis of variation of stress distribution of a slop, the location of critical slip surface is directly determined, and the globe safety factor is calculated.

  该方法考虑土的应力应变关系和土坡失稳的破坏形式，从分析土坡应力分布的变化入手，直接确定临界滑裂面的位置，进而计算土坡总体安全系。

• genetic simulated annealing algorithm coupled with niche is applied to search rock slopes critical slip surface in this study.

  将小生境思想与遗传模拟退火算法相结合，应用于巖质边坡滑动面的搜索中。

• based on genetic algorithm and pseudo-static bishop simplified method, searching methods for the most dangerous slip surface and the according minimal safety factor are introduced in this paper.

  基于遗传算法和拟静力简化毕肖普法提出搜索地震作用下最危险滑动面及相应的最小安全系数的方法。

• it was important to search the critical slip surface in slope stability analysis.

  搜索临界滑面是边坡稳定分析的一项重要工作。

• secondly, deformation behaviour and shape of slip surface of model slopes when failure are simulated using non-linear elastic fem;

  同时利用非线性弹性有限元法模拟了模型土坡极限状态时的变形特征和失稳时的滑面形态；

• according to the basic idea and principle of genetic algorithm, a new method for determining the most risk slip surface of a loess slope is established.

  本文研究了一种采用遗传算法基本思想和原理确定黄土斜坡「最危险滑裂面」、并以此为基础进行稳定性分析的新方法。

• the shape, position and safety factor of slope stability for the most dangerous potential slip surface with the method in this paper is quite different from that with the normal methods.

  常规边坡稳定性分析与本文方法所得到的最危险潜在滑移线（面）形状和位置、边坡稳定安全系数均相差较大；

• however, at present the determination of soil nail length and the most critical slip surface depend on manual calculation with experimental formulas, which lead to huge workload and incorrect results.

  目前在设计时，对于土钉长度和最危险滑动面等参数的确定都是利用经验公式来手算，不仅工作量巨大且结果也不準确。

• critical slip surface search is one of key problems in slope stability analysis.

  在边坡稳定分析中临界滑动面搜索是关键问题。

• an evolution program based on annealing chaos mutation operator and modified select operator is used to determine the most dangerous slip surface and the corresponding safety factor.

  提出利用混沌变异的演化算法结合基于适应值大小顺序的选择算子，确定边坡最危险滑动面及其对应的安全系数的方法。

• it proves theoretically that the slip line family is just the slip surface family meeting the yield criteria.

  在理论上证明，滑移线族就是满足屈服準则的滑动面族。

• according to the result, the location of slip surface is confirmed by the plastic strain contour lines.

  并且利用有限元的计算成果，根据塑性区塑性应变等值线分布情况来确定边坡最危险滑面位置。

• stability method based on slip surface fe stress and shear strength reduction method are two principal methods for fem slope stability analysis.

  基于滑面上应力分析法和强度折减法是边坡稳定有限元分析方法中两类主要的方法。

• the method not only can consider behavior of stress strain of soil, but also can determine the most dangerous slip surface and its factor of safety at any time.

  该方法不仅能够考虑土的应力应变性质，而且能够在任意时刻确定最危险滑动面的位置及安全系数。

• as a result, the critical slip surface is obtained by optimizing the value of power, and the change law of the relationship between the value of power and the length of the sliding mass is analyzed.

  所以，可以通过优化幂函数中的幂次得到最小安全系数对应的最危险滑面，并分析最危险滑面所对应的幂次随滑体长度的变化规律。