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Seismic stability analysis of reinforced slopes
Soil Dynamics and Earthquake Engineering, 2000In 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
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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.
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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.
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Accuracy of Equilibrium Slope Stability Analysis
Journal of the Soil Mechanics and Foundations Division, 1973The 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
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Analysis of Slope Stability of Fly Ash Stabilized Soil Slope
2018Fly ash is a waste product of thermal power plants, can be used as embankment material, stabilization of soft soils, road sub-base constructions, and other geotechnical fields. In this study, fly ash is used as soil stabilizer for an embankment slope. This paper discusses the shear strength parameters of the soil stabilized with fly ash.
Tarun Kumar Rajak +2 more
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Limit Analysis of Stability of Slopes
Journal of the Soil Mechanics and Foundations Division, 1971THE UPPER BOUND THEOREM OF LIMIT ANALYSIS IS APPLIED TO OBTAIN COMPLETE NUMERICAL SOLUTIONS FOR THE CRITICAL HEIGHT OF SLOPES. A LOGARITHMIC SPIRAL MECHANISM WHERE THE FAILURE SURFACE MAY PASS BELOW THE TOE IS ASSUMED IN THE ANALYSIS. THE ANALYSIS INCLUDES THE EXISTING LIMIT EQUILIBRIUM SOLUTIONS AS WELL AS THE PREVIOUSLY OBTAINED LIMIT ANALYSIS ...
Wilfred F. Chen, M. W. Giger
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A simplex analysis of slope stability
Computers and Geotechnics, 1989Abstract The downhill simplex algorithm is applied to systematically locate the critical failure mechanism in slopes and to compute the minimum factor of safety. The proposed method is illustrated with three examples of circular and noncircular slope stability and its results are compared to previously published solutions. Although it is not the most
J.P. Bardet, M.M. Kapuskar
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Slope stability analysis and stabilization
2021Yung Ming Cheng, Chi Wai Law, Leilei Liu
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A note on the stability analysis of slopes
Géotechnique, 1987The aim of Technical Notes is to bring to the notice of readers current topics which are not directly related to recent papers or letters already published in Giotechnique. The articles should not only be original and topical but also essentially short and concise.
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Stability analysis of soil slopes
Soil Mechanics and Foundation Engineering, 1995Experience gained with the analysis of several thousand soil slopes in hydromechanical and civil construction is codified. A quantitative assessment is made of 12 factors and situations affecting the stability of soil slopes, and the range of application, optimal conditions, and accuracy of the computational method under consideration are indicated.
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