RocPlane is an interactive software tool for performing planar rock slope stability analysis and design.
一款平坦岩石坡度稳定性分析和实际的互动软件。
Most analysis for rock slope stability have dealt with single-faced slopes with a planar surface of a constant strike.
多数岩质边坡稳定性分析已基本解决了常走向单坡面临空的边坡平面滑动问题。
This paper discusses the possibility of the method of stability analysis of the rock slope with the wedge failure and intersected by a single fault and joints.
本文探讨存在单一断层斜切岩石边坡时，断层与追踪破裂面所形成的三维块体的稳定性分析方法。
It shall reckon in tilting movement resulting from perched water in the stability analysis of tilting failure of bedded rock slope, thus it can only explain many irregular phenomena of topping mass.
层状岩石边坡倾倒破坏稳定分析中，应计入上层滞水产生的倾倒力矩，这样才能解释倾倒体的许多不规则现象。
Stability analysis of underwater rock slope has important practical meaning for engineering practice.
水下岩质边坡的稳定性分析在工程实践中具有十分重要的现实意义。
Its application in stability analysis of an excavated rock slope has shown that the joint network technique of rock mechanics possesses a wide prospect.
对于深挖形成高陡边坡稳定分析的应用，表明岩石力学网络模拟技术具有广阔的前景。
Based on the discontinuous deformation analysis (DDA), the stability of the high rock slope behind the power house of Jiudianxia hydroelectric station was studied.
应用非连续变形分析(DDA)对九甸峡水电站厂房高岩体高边坡进行了稳定性分析研究，建立了DDA块体系统分析模型。
A model for fuzzy comprehensive evaluation of analysis of rock slope stability is built in this paper, and an expert evaluation method is used to determine the weight of all functional factors.
建立了岩质边坡稳定性分析的模糊综合评判模型，综合运用专家评分法确定了各作用因素的权重。
Wedge failure is one of familiar failure types in rock slope, and the stability analysis of wedge is a classical problem in rock slope engineering.
楔形体破坏是岩质边坡中最常见的一种破坏形式，楔形体稳定问题也是岩质边坡工程中的经典问题。
Rock slope stability is mainly controled by the rock's structure plane. The traditional searching methods used in soil slope's stability analysis are difficult to apply to the rock slope.
岩质边坡的稳定性主要由岩体结构面控制，传统的用于土质边坡稳定分析的滑动面搜索方法很难适用于岩质边坡。
In this paper the probabilistic and statistical analysis of stability of rock slope with the example of Lubuge hydroelectric power station is described.
本文以鲁布革水电站溢洪道岩质边坡为例，叙述了有关边坡稳定分析的概率统计方法。
Block element method (BEM) for dynamic analysis is developed and applied to historical analysis of seismic stability of rock slope.
将动力分析的块体单元法应用于岩石边坡地震稳定时程分析。
In slope stability analysis, the selection of rock mechanical parameters has direct influence on the result of the calculation.
在边坡稳定分析中，岩体力学参数的选取直接影响着计算分析的结果。
This paper USES Discontinuous Deformation Analysis (DDA) to analyse the dynamic stability of a rock slope slide.
本文用块体系统非连续变形分析(DDA)方法，对岩石滑坡体进行动态稳定分析。
Taking the influence of blasting loosening and unloading into account, the feedback analysis model of the high rock slope stability is established.
建立了岩石高边坡分步开挖稳定性反馈分析模型，分析过程中考虑了岩体爆破松动及卸荷的影响。
The analysis shows that the influence of seepage on the stability of rock slope can not be ignored.
分析表明，渗透压力对岩体边坡稳定性的影响是不可忽略的。
Some new ideas concerning the influence of mining under the slope on the slope stability have been gained based on the stress and displacement analysis of slope rock mass before and...
通过井采前后边坡岩体应力分析、位移分析，对边坡下方井工开采对边坡稳定性影响获得了一些认识。
An example of reliability analysis of rock slope stability with plane failure is presented to demonstrate the validity and capability of the proposed SRSM.
以岩质边坡平面滑动破坏模式为例证明随机响应面法在边坡可靠度分析中的有效性。
Both of them call for consideration in rock - slope stability analysis.
对边坡工程进行稳定性分析时，必须同时考虑其随机和模糊性。
The results show that the analysis method and program in this paper are reasonable and reliable and surface infiltration will bring harmful influence on the stability of rock slope.
算例分析表明，分析方法和计算程序是合理可行的，地表入渗的确会显著降低岩坡的稳定安全系数。
Stability analysis of different slopes, brief introduction of common supporting structure and rock slope support are specially discussed.
掌握不同类型边坡的稳定性分析；掌握常见的边坡支护结构的设计与计算；
In the stability analysis of rocky slope, the rock mass is generally abstracted into geologic model, mechanical medel or geometric medel.
岩石边坡稳定性分析，通常将边坡岩体的模型抽象为地质模型，力学模型及几何模型三种。
At the end, a reasonable reference value on the strength parameters of rock-soil aggregate in the study area is proposed to establish the foundation of the 3d slope stability analysis.
最后，对研究区分布的土石混合体的强度参数提出合理的参考值，为变形体的三维稳定分析奠定基础。
At the end, a reasonable reference value on the strength parameters of rock-soil aggregate in the study area is proposed to establish the foundation of the 3d slope stability analysis.
最后，对研究区分布的土石混合体的强度参数提出合理的参考值，为变形体的三维稳定分析奠定基础。
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