 Figure 1: Simple slope slip section The field of slope stability encompasses the analysis of static and dynamic stability of slopes of earth and rock-fill dams, slopes of other types of embankments, excavated slopes, and natural slopes in soil and soft rock.[1] Image File history File links Download high-resolution version (1170x878, 41 KB) created with Art of Illusion File history Legend: (cur) = this is the current file, (del) = delete this old version, (rev) = revert to this old version. ...
Image File history File links Download high-resolution version (1170x878, 41 KB) created with Art of Illusion File history Legend: (cur) = this is the current file, (del) = delete this old version, (rev) = revert to this old version. ...
As seen in Figure 1, earthen slopes can develop a cut-spherical weakness zone. The probability of this happening can be calculated in advance using a simple 2-D circular analysis package.[2] A primary difficulty with analysis is locating the most-probable slip plane for any given situation.[3] Many landslides have only been analyzed after the fact.
Slope stability issues can be seen with almost any walk down a ravine in an urban setting. An example is shown in Figure 2, where a river is eroding the toe of a slope, and there is a swimming pool near the top of the slope. If the toe is eroded too far, or the swimming pool begins to leak, the forces driving a slope failure will exceed those resisting failure, and a landslide will develop, possibly quite suddenly. Grand Canyon, Arizona A canyon, or gorge, is a valley walled by cliffs. ...
Landslide of soil and regolith in Pakistan A landslide is a geological phenomenon which includes a wide range of ground movement, such as rock falls, deep failure of slopes and shallow debris flows. ...
Analysis methods
 Figure 2: Slope with eroding river and swimming pool If the forces available to resist movement are greater than the forces driving movement, the slope is considered stable. A factor of safety is calculated by dividing the forces resisting movement by the forces driving movement. In earthquake-prone areas, the analysis is typically run for static conditions and pseudo-static conditions, where the seismic forces from an earthquake are assumed to add static loads to the analysis. Image File history File links Riverslope. ...
Image File history File links Riverslope. ...
Factor of safety (FoS), also known as safety factor, is a multiplier applied to the calculated maximum load (force, torque, bending moment or a combination) to which a component or assembly will be subjected. ...
Method of Slices The method of slices is a method for analyzing the stability of a slope in two dimensions. The slope is plotted and an assumed failure surface is drawn. The failure surface is divided into vertical slices, and the forces acting on each slice are analyzed.
Bishop's Method The Modified (or Simplified) Bishop's Method is a method for calculating the stability of slopes. It is an extension of the Method of Slices. By making some simplifying assumptions, the problem becomes statically determinate and suitable for hand calculations: - forces on the sides of each slice are horizontal
The method has been shown to produce factor of safety values within a few percent of the "correct" values. ![F=frac{sum [frac{c'+((W/b)-u)tanphi'}{psi}]}{sum[(W/b)sinalpha]}](http://upload.wikimedia.org/math/6/3/0/630e0547a2259a7adc824742d047dfee.png) where  - c' is the effective cohesion.
- φ' is the effective internal angle of friction
- b is the width of each slice, assuming that all slices have the same width
- W is the weight of each slice
- u is the water pressure at the base of each slice
Lorimer's Method Lorimer's Method is a technique for evaluating slope stability in cohesive soils. It differs from Bishop's Method in that it uses a clothoid slip surface in place of a circle. This mode of failure was determined experimentally to account for effects of particle cementation. In mathematics and optics, the two Fresnel integrals, S(x) and C(x) arise in the description of near field Fresnel diffraction phenomena, and are the integrals defined as follows: . Some may use π t2/2 instead of t2, in which case the S(x) and C(x) above should...
The method was developed in the 1930s by Gerhardt Lorimer (Dec 20, 1894-Oct 19, 1961), a student of geotechnical pioneer Karl Terzaghi. Karl von Terzaghi (Prague, October 2, 1883 – Winchester, Massachusetts, October 25, 1963) was an Austrian civil engineer, called the father of soil mechanics. ...
See also Mass wasting, also known as mass movement or slope movement, is the geomorphic process by which soil, regolith, and rock move downslope under the force of gravity. ...
Notes - ^ US Army Corps of Engineers Manual on Slope Stability
- ^ Slope Stability Calculator. Retrieved on 2006-12-14.
- ^ Chugh, Ashok (2002) "A method for locating critical slip surfaces in slope stability analysis", NRC Research Press
For the Manfred Mann album, see 2006 (album). ...
December 14 is the 348th day of the year (349th in leap years) in the Gregorian Calendar. ...
References - Coduto, Donald P. (1998). Geotechnical Engineering: Principles and Practices. Prentice-Hall. ISBN 0-13-576380-0
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