Results 241 to 250 of about 763,323 (299)

Slope Stability Analysis:

1973
A computer program based on Bishop's simplified method of slices (1954) and capable of analyzing the slope stability of a multilayered soil mass is described. The computer program was specifically developed for analyzing the slope stability of highway bridge approach embankments; however, it can be applied to a broad spectrum of practical slope ...
Yoder, Steve M., Hopkins, Tommy C.
openaire   +1 more source

Seismic stability analysis of reinforced slopes

Soil Dynamics and Earthquake Engineering, 2000
In this paper, the seismic stability of slopes reinforced with geosynthetics is analysed within the framework of the pseudo-static approach. Calculations are conducted by applying the kinematic theorem of limit analysis. Different failure modes are considered, and for each analytical expressions are derived that enable one to readily calculate the ...
AUSILIO, Ernesto   +2 more
openaire   +2 more sources

Accuracy of Equilibrium Slope Stability Analysis

Journal of the Soil Mechanics and Foundations Division, 1973
The accuracy of limit equilibrium slope stability analyses procedures is examined by comparing the results of the Simplified Bishop procedure with results obtained using the finite element procedure of analysis. The distributions of normal stresses along the shear surface were compared and found to be reasonably similar, the agreement between the two ...
S.G. Wright, F.H. Kulhawy, J.M. Duncan
openaire   +1 more source

Local slope stability analysis

2005
Mass movements under the influence of gravity occur as result of diverse disturbing and destabilizing processes, for example of climatic or anthropological origin. The stability of slopes is mainly determined by the geometry of the land-surface and designated slip-horizon.
I. Hattendorf   +2 more
openaire   +1 more source

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