The result is a rating of slope stability on a seven step scale.

Each slope stability situation should be considered independently for the vegetation involved.

The role of fine roots in general slope stability is not fully understood.

Most notable may be their influence on slope stability.

Slope stability issues can be seen with almost any walk down a ravine in an urban setting.

Slope stability is the analysis of soil covered slopes and its potential to undergo movement.

The program is used for slope stability analysis.

A library of slope stability benchmark models are distributed with the software.

Using appropriate assumptions the method can also be employed for static slope stability analysis.

Most of the slope stability analysis computer programs are based on the limit equilibrium concept for a two- or three-dimensional model.

Vegetation plays a role with slope stability and creep.

The system has been modified for slope stability assessment in open pit coal mining.

It is an important factor in the study of slope stability and soil liquefaction, especially from earthquakes.

Rock slope stability analysis may design protective measures near or around structures endangered by the falling blocks.

The design process is primarily focused on handling seepage and ensuring slope stability.

In 1988, the criterion was extended for applicability to slope stability and surface excavation problems.

In a pseudostatic slope stability analysis, the earthquake is modeled as a constant horizontal force.

The term slope stability may be defined as the resistance of inclined surface to failure by sliding or collapsing.

Cover slope stability analysis involves evaluation of the interface strengths under static and seismic conditions.

Vegetation influences slope stability by removing water through transpiration.

Inclinometers are installed in the dam's abutments to monitor slope stability.

Rock slope stability analysis based on limit equilibrium techniques may consider following modes of failure:

Slope stability is a critical safety and production issue for open-cut mines around the world to understand the probability of mine wall failures.

Slope stability and controlling further erosion continues to be a significant issue for all of the north end of campus including the college grounds.

Lorimer's Method is a technique for evaluating slope stability in cohesive soils.