边坡稳定

  • 网络Slope Stability;stability of slopes
边坡稳定边坡稳定
  1. 基于GIS边坡稳定三维极限平衡方法的开发及应用

    GIS-based three-dimensional slope stability limit equilibrium method and application

  2. 最后,对应用GIS进行边坡稳定分析研究进行了总结。

    Finally , The application of GIS in the study of slope stability analysis is summarized .

  3. 极限平衡法与FLAC~(3D)在边坡稳定分析中的应用对比

    Application Comparison of Limit Equilibrium Method and FLAC ~ ( 3D ) in Analysis of Slope Stability

  4. 分析了不同的降雨重现期、参数φb的变化对边坡稳定的影响。对由路堤施工所引起的土体渗水性系数的各向异性对边坡的渗流稳定影响进行了分析。

    Effects of various rainfall events , angle φ b and the anisotropic permeability ratio caused by construction of the embankment on the seepage and stability were analyzed .

  5. Mohr-Coulomb等面积圆屈服准则在边坡稳定分析中的应用

    Application of Mohr-Coulomb equivalent area yield criterion to slope stability analysis

  6. 本文将新准则引入到大型通用有限元程序ANSYS中,并与强度折减系数法相结合用于分析岩土工程中的边坡稳定问题。

    Connecting the strength reduction of finite element method , the paper used the new criterion to analyze slope stability problems by importing it into ANSYS program .

  7. Hoek-Brown准则在岩质边坡稳定分析中的优越性

    Hoek-Brown failure criterion superiority for rocky slop stability analysis

  8. 裂隙渗流对岩石边坡稳定的影响&渗流、变形耦合作用的DDA法

    Influence of seepage on the stability of rock slope & coupling of seepage and deformation by DDA method

  9. 基于改进的模拟退火算法和边坡稳定计算的简化Bishop算法,建立了边坡稳定分析最小安全系数全局搜索方法。

    Based on the modified annealing simulation and simplified Bishop method for computing slope stability , an effective global minimization algorithm is presented for searching the minimal safety factor .

  10. 基于RFPA有限单元法,引入离心机法(容重增加法)的基本原理,建立一种新的边坡稳定分析方法&离心加载有限元方法。

    Based on RFPA and the principle of centrifuge ( unit weight ) method , a new method named centrifugal finite element method was established for slope stability analysis .

  11. 使用刚体极限平衡方法的边坡稳定计算程序STAB和有限元塑性极限分析的上、下限程序分别计算了海堤边坡在各种工况下的抗滑稳定安全系数,并进行了比较。

    Used STAB and the upper and lower bound limit analysis program , the safety factors against sliding of the sea embankments under all work conditions are evaluated , and the results obtained from two methods compared each other .

  12. 分析比较极限平衡法、数值分析方法和可靠性分析法三种边坡稳定计算方法,最终确定采用FLAC法计算坝体稳定性。

    The paper analyzes and compares three kind calculation methods of slope stability , which are limit equilibrium method , the numerical analysis and reliability analysis method , and finally the FLAC method is determined to calculate the dam stability .

  13. 柘溪水电站扩机过程中,为保证扩机厂房东端开关站边坡稳定,采用截面积分别为2.5m×8m和4m×8m的挡土墩进行支护。

    During the expansion of Zhexi Hydropower Station , in order to support the eastern slope of the power station , a row of anti-slide piles with sectional area 2.5m × 8 m and 4 m × 8 m were applied .

  14. 建筑岩质边坡稳定与控制研究

    Research on the Stability of Building Rock Slope and Its Control

  15. 改进复合形法及其在边坡稳定分析中的应用

    Modified complex method and its application to the slope stability analysis

  16. 岩土边坡稳定问题一直得到众多学者关注。

    Slope problems have always received extensive attention by many researchers .

  17. 软土边坡稳定是一个复杂的工程课题。

    The stability of soft soil slope is an engineering problem .

  18. 湘西高速公路红砂岩工程特性及边坡稳定分析

    Engineering Properties and Stability Analysis of Red Sandstone in Xiangxi Expressway

  19. 基于极限平衡的边坡稳定可靠性研究

    The Reliability Analysis of Slope Based on the Limit Equilibrium Theory

  20. 黄土边坡稳定计算中参数的敏感性分析

    Analysis on Sensitivity of Parameter in Stability Calculation of Loess Slope

  21. 基于模糊集理论的边坡稳定模糊随机可靠度分析

    Fuzzy Reliability Analysis of Slope Stable Capacity Based on Fuzzy Sets

  22. 土的抗剪强度指标对边坡稳定分析的影响

    Influence of Soil Shear Strength Index on Slope Stability Analysis

  23. 土质边坡稳定对数螺旋滑裂面的理论分析

    Theoretical analysis of logarithmic spiral slip plane about slope stability

  24. 深凹露天矿边坡稳定的空间受力状态分析

    Mechanical analysis on the stability of deep furrow pit slope

  25. 考虑雨水入渗的边坡稳定分析方法

    Method to Analyze Slope Stability in Consideration of Rain Infiltration

  26. 三维极限分析方法在恰甫其海水利工程边坡稳定分析中的应用

    Application of 3-D limit analysis method in slope stability analysis

  27. 露天采石场边坡稳定因素浅析

    Preliminary Analysis of Rock Brink Stability Factors in Opencast Quarry

  28. 边坡稳定的三维极限平衡分析法

    Three-dimensional Method of Limiting Equilibrium for Stability Analysis of Slope

  29. 于是高路堤稳定性分析就成了当前面临的主要问题之一,它包括路堤沉降和边坡稳定两个方面。

    High embankment stability analyse including embankment subside and slope steady two .

  30. 边坡稳定分析程序,由边坡稳定分析和沉降固结计算两大模块组成。

    Slope stability analysis procedure is composed of two modules .