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平面滑动
相关语句
  planar failure surface
     ANALYTICAL CALCULATION ON STABILITY OF SLOPE WITH PLANAR FAILURE SURFACE
     平面滑动边坡稳定性的解析计算
短句来源
     In the case of planar failure surface,the analytical formulas are obtained for the critical slip surface and the minimum safety factor.
     对于平面滑动,给出了边坡的临界滑裂面和最小安全系数的解析算式;
短句来源
  plane sliding
     THE TIME-SPACE DISTRIBUTION AND PROPAGATION CHARACTERISTICS OF LONG-PERIOD SEISMIC AND DEFORMATION WAVES PRODUCED BY INDEFINITE PLANE SLIDING IN RHEOLOGY MEDIUM
     流变介质中无限平面滑动产生的长周期地震波及形变波的传播特性和时空分布
短句来源
     RELIABILITY CALCULATION AND SENSITIVITY ANALYSIS OF A PLANE SLIDING SHOPE
     平面滑动边坡的可靠度计算及敏感性分析
短句来源
     On theoretical investigation of the literature[1], the propagation characteristics of long-period seismic and deformation waves that are produced by indefinite plane sliding in rheology medium, and the time—space distribution of complex patterns at two special frequency bands of three displacement models for source are quantitatively calculated.
     本文在文献[1]的基础上,对流变介质中无限平面滑动产生的长周期地震波及形变波的传播特性和三种源位移模型在两个特殊频段的合成波时空分布进行了研究。
短句来源
  planar slide
     A new approach for evaluating the permanent displacement of rock mass slope including planar slide and wedge slide during earthquake was presented,which considered deterioration of slide surface during earthquake.
     针对岩质边坡平面滑动问题和楔形体滑动问题,提出了一种考虑结构面退化的岩质边坡的地震永久位移算法,提供了该法实施的流程,并用3个实例进行了说明。
短句来源
  “平面滑动”译为未确定词的双语例句
     Analysis of A Planar Sliding Control System
     平面滑动控制系统的分析
短句来源
     In the translational failure mode,the passive earth pressure coincides with the theories of Coulomb(1776)and Rankine(1857);
     在平面滑动破坏的情况下,土压力的大小完全等同于Coulomb(1776)和Rankine(1857)理论的结果;
短句来源
     Based on plastic limit equilibrium method in rockmass,a new definition method of safety factor is given by energy work rate.
     基于岩体塑性极限平衡理论,从能量功率角度提出了能量安全系数K的定义方法,并从理论上探讨了边坡岩体单平面滑动时能量安全系数的合理取值。
短句来源
     The failure wedge sliding along plane surface is the theoretical-derived conclusion, and the magnitude of active earth pressure attained is the same as that of Coulomb (1776), but the location of application point of earth pressure is not always at 1/3 height of the retaining wall.
     在本文中,土体沿平面滑动破坏是由理论推导得出的结论,土压力大小的结果与库仑土压力理论完全一致,但土压力作用点在墙体的相对位置却并非总是作用在墙高的1/3处。
短句来源
     This paper focuses on the effects of the shear strength parameters of control discontinuities on the stability of rock slopes from 10 to 30 m high, where the limit equilibrium theory is used.
     根据极限平衡原理,对10~30m高的平面滑动型边坡不同抗剪强度的控稳结构面c、φ值在边坡稳定中的作用进行了定量分析。
短句来源
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  planar failure surface
The obtained results of seismic uplift capacity factors are found to be the minimum when compared with the results available in literature on the basis of planar failure surface.
      
A planar failure surface has been considered behind the retaining wall.
      
A planar failure surface is typically assumed, and reinforcement that extends beyond the failure surface resists pullout.
      
  plane sliding
The lowest lasing threshold corresponds to in-plane sliding modes leaking into the substrate.
      
The program is capable of handling plane sliding, wedge sliding and toppling of rock slopes.
      
Although wedge and plane sliding stability analyses are well established in the geotechnical literature, certain geologic environments produce blocks which cannot be adequately modelled as either wedges or plane slides.
      
Conventional X-ray diffraction (XRD), and X-ray pole-figure studies support a basal-plane sliding mechanism of plastic deformation.
      
Comparison of testing methods for fibre-reinforced polymers (FRP) in resistance to in-plane sliding mode of delamination (Mode I
      


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本文提出了岩基稳定问题的初步意见.文中分析了岩石地基上混凝土坝稳定性的现行计算方法和研究现状,同时提出了运用地质分析和力学分析相结合的方法。对整固岩基,按混凝土与基岩接触面平面滑动的情况,采用野外大面积抗剪断试验中得到的极限 c,f 值,根据下式进行抗滑稳定计算:K_c=(Σf(V-U)+Σ_(ca))/ΣH=2.0~3.0.当坝底基岩和混凝土性质不同时,建议按变形一致的原则求总的抗滑阻力.为了校核接触面因超载而被拉裂时的稳定,还需要按剪断后的摩擦试验结果,用上式校核其稳定性,但 K_c 可以采用稍大于1.0的数值.对非整固岩基,需要运用地质分析方法,根据各种软弱面的总趋向并配合模型试验,确定可能滑动面的位置和形状;测定沿软弱面的抗剪强度指标;用计算或试验方法求坝基内部的应力和渗透压力分布;用静力平衡方法计算沿各可能滑动面的抗滑安全系数 K_c,找出其最小值;当 K_c<2.0~3.0时,需提出各种工程处理措施,以满足稳定要求.这些分析方法还需要在今后工程实践和科学研究中加以论证和充实,希望引起讨论,使今后工作有所遵循.

The moving standardization method is a method to process regional hydrochemical data by computer. It can show the regional distribution of various elements in the water and locate the high background area; accurately define the size, intensity and spacial disposition of a]l sorts of water anomalies; efficiently detect the subtle information from the bulk data.This paper demonstrates the application results in No, 65 area.

平面滑动标准化法是应用电子计算机处理(以下简体电算)大量区域水化资料的一种方法。它能够较好地反映水中各种元素的区域分布和圈定高背景区,准确地确定各类水异常的规模、强度和空间展布,有效地检出大量数据中的微弱信息,比传统整理方法具有显著的优越性。本文以65地区的应用效果加以说明。

On theoretical investigation of the literature[1], the propagation characteristics of long-period seismic and deformation waves that are produced by indefinite plane sliding in rheology medium, and the time—space distribution of complex patterns at two special frequency bands of three displacement models for source are quantitatively calculated.In addition, the dependences of Comyzlep patterns on atherparameters are exploredThese results can be used for analysing the slow earthquake and some precursors of short—term...

On theoretical investigation of the literature[1], the propagation characteristics of long-period seismic and deformation waves that are produced by indefinite plane sliding in rheology medium, and the time—space distribution of complex patterns at two special frequency bands of three displacement models for source are quantitatively calculated.In addition, the dependences of Comyzlep patterns on atherparameters are exploredThese results can be used for analysing the slow earthquake and some precursors of short—term and imminent earthquake.

本文在文献[1]的基础上,对流变介质中无限平面滑动产生的长周期地震波及形变波的传播特性和三种源位移模型在两个特殊频段的合成波时空分布进行了研究。另外还探讨了上述合成波形随其他参数的变化规律。所得结果可用于分析某些短期和临震地震前兆及慢地震等。

 
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