1) landslide stability
滑坡稳定性
1.
Dual evaluation method of landslide stability based on stochastic analysis;
基于随机分析的滑坡稳定性二元评价方法
2.
Application of fuzzy mathematics on landslide stability assessmen
模糊数学在某滑坡稳定性评价中的应用
3.
With a case study, this method is applied to 3D analysis on landslide stability with confirmed sliding zone in this paper.
结合工程实例,将这种方法应用于已知滑动面条件下的滑坡稳定性分析中,得到滑坡体天然状况下的二维、三维安全系数,同时对内摩擦角和粘聚力参数进行了敏感性分析,对比并分析了传统极限平衡法和FLAC3D强度折减法的计算结果,得出以下结论:①利用二维FLAC3D强度折减法计算的滑坡安全系数略高于传统极限平衡法;②利用三维FLAC3D强度折减法所得滑坡安全系数略高于二维FLAC3D的计算结果;③滑坡安全系数都是随着内摩擦角和粘聚力的增大而增大,其中内摩擦角和粘聚力的变化对三维FLAC3D强度折减法比二维求解安全系数影响更大一些。
2) stability of landslide
滑坡稳定性
1.
After having experienced a lot of difficulties and problems in stability calculation of landslide through computer,the authors find out that it s simple and easy to calculate stability of landslide on transient coefficients via AutoCAD VBA,which is a useful reference for similar calculation in other places.
针对滑坡稳定性计算软件存在诸多使用上不方便的问题,采用AutoCAD VBA编制了折线形滑坡的传递系数法稳定性计算分析程序,结合工程实例对比计算,为滑坡的稳定性评价提供了较为方便的计算方法。
2.
Based on the analysis of relationship between the level of reservoir water and stability of landslide,a reservoir landslide is investigated.
本文在分析库水位与滑坡稳定性的一般规律的基础上 ,对某水库滑坡进行了考察 ,分析其初期蓄水过程中滑坡的位移动态和代表性测点位移的规律 ,确定最危险水位 ,进行稳定性计算中的参数反演 ,在此基础上 ,考虑地下水渗透的滞后性 ,进而预测了未来蓄水及潜在的库水位下降情况下滑坡稳定性与库水位的关系。
3) slope stability
滑坡稳定性
1.
Combined with project geological conditions of tunnel outlet slope area,it analyzes the slope features and forming principle,calculates the slope stability,and brings forward the method that slope governing by sliding proof pile and light cave arch reinforced steel net,so as to make reference for familiar projects.
结合隧道出口滑坡区的工程地质条件,分析了滑坡特征与形成机制,并对滑坡稳定性进行了分析计算,提出在隧道明洞设计时采用滑坡治理常用的抗滑桩与明洞仰拱钢筋网相结合的方法,取得了较好的效果。
2.
For slope stability problem with complex geometry and geological condition,this paper puts forward a 3D slope stability analysis method based on 3D geological modeling and implements the corresponding system.
针对具有复杂几何形状和地质条件的滑坡稳定性分析问题,提出实现基于滑坡地质体三维建模的稳定性三维分析方法与系统。
3.
Every layer of sliding masses when calculating the slope stability and landslide-thrust distribution is analyzed.
各层分别核算其滑坡稳定性,抗滑结构物设计中的滑坡推力及其分布形式。
5) stability of rockfall and landslide
崩塌滑坡稳定性
补充资料：连续性与非连续性(见间断性与不间断性)
连续性与非连续性(见间断性与不间断性)
continuity and discontinuity
11an父ux泊g四f“山。麻以角g、.连续性与非连续性(c。nt，n琳t:nuity一)_见间断性与不间断性。and diseo红ti-
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条