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A simplex analysis of slope stability

โœ Scribed by J.P. Bardet; M.M. Kapuskar


Publisher
Elsevier Science
Year
1989
Tongue
English
Weight
731 KB
Volume
8
Category
Article
ISSN
0266-352X

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## Abstract The method of slices commonly used for estimating static stability of natural slopes and embankments is extended to include the dynamic effects due to earthquake loading. The equation of motion of a typical slice along a path different from its base is derived. The calculations of displ

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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