Seismic stability analysis of reinforced
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E. Ausilio; E. Conte; G. Dente
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Article
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2000
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Elsevier Science
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English
β 895 KB
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