A slope is an inclined boundary surface between air and the body of an earthwork such as highways, cut or fill, railway cut or fill, earth dams, levees and river training work. The slope stability analysis is crucial in engineering practice to ensure the stability of structures and prevent loss of human life and money.
The common methods for the analysis of a slope’s stability are Culmann Method, Ordinary Method of Slices and Bishop Method of Slices. These methods are developed on the assumption that the plane of failure is circular arc, apart from the Culmann method that assumes a plane surface of failure through the toe of the slope.
The quantitative determination of the stability of slopes is necessary for a number of engineering projects, for instance, the design of earth dams and embankments, analysis of the stability of natural slopes, analysis of the stability of excavated slopes, and analysis of the deep-seated failure of foundations and retaining walls.
Steepened slopes either by excavation or by erosion.
Vibration and earthquakes.
Increase in moisture content.
Freezing and thawing action.
Increase in pore pressure.
Loss of cementing pressure.
Purpose of Slope Stability Analysis
Understand the development and form of natural slopes and the processes responsible for different natural features.
Assess the stability of slopes under short-term (often during construction) and long-term conditions.
Evaluate the possibility of landslides involving natural or existing engineered slopes.
Analyze landslides and understand failure mechanisms and influence of environmental factors.
To redesign failed slopes and plan for the design of preventive and remedial measures, where necessary.
Study the effect of seismic loading on slopes and embankments.
Types of Slope Failure
1. Circular slips
They are related to homogenous, isotropic soil conditions.
2. Non-circular slips
Non-circular slips are associated with non-homogenous soil conditions.
3. Translational failure
This type of failure takes place where the form of failure surface is affected by the presence of an adjacent stratum of different strength, and the adjacent stratum is fairly shallow.
4. Compound Failure
It occurs where the form of failure surface is affected by the presence of an adjacent stratum of different strength, and the adjacent stratum is relatively deep.
Slope Stability Analysis Assumptions
Problems are two dimensional.
Coulomb’s theory can be used to compute shear strength.
Shear strength is assumed as uniform along the slip surface.
The flow net in case of seepage can be drawn and seepage forces evaluated.
Factor of Safety
There are different safety factors which are used in the analysis of slope stability. For instance, factor of safety with respect to strength, cohesion, friction, and height. the former is widely used.
1. Safety Factor with Respect to Strength
It is the ratio of the maximum load or stress that a soil can sustain to the actual load or stress that is applied, and expressed as follows:
2. Safety Factor with Respect to Cohesion
It is the ratio between the actual cohesion and the cohesion required for stability when the frictional component of strength is fully mobilized, expressed using the following formula:
3. Safety Factor with Respect to Friction
It is the ratio of the tangent of the angle of shearing resistance of the soil to the tangent of the mobilized angle of shearing resistance of the soil when the cohesive component of strength is fully mobilized.
4. Safety Factor with Respect to Height
It is the ratio between the maximum height of a slope to the actual height of a slope.
Slope Stability Analysis Methods
1. Culmann Method
It is not widely used because it is demonstrated that plane surfaces of sliding are noted only with very steep slopes, and for relatively flat slopes the surfaces of sliding are almost always curved.
2. The Zero angle of Shearing Resistance Method
This method of slope stability analysis is based on the assumption that the plane of failure is in the form of a circular arc. It is a practical method for the evaluation of the short-term stability of saturated clay slopes.
3. Ordinary Method of Slices
It is considered where the effective angle of shearing resistance is not constant over the failure surface, such as in zoned earth dams where the failure surface might pass through several different materials.
4. Bishop Method of Slices
In Bishop method of slices, the analysis is conducted in terms of stresses rather than forces which are used in the ordinary method of slices. The main difference this method and the Ordinary Method of Slices is that resolution of forces takes place in the vertical direction instead of a direction normal to the arc. The simplified Bishop method of slices provides a safety factor which is considerably close to those evaluated using more rigorous methods of analysis.
5. Morgenstern and Price (1965) and Janbu (1973)
These researchers developed methods of analysis for composite failure surfaces.
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