A flexible program for automatic analysi
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J.B. Martins; E. Maranha; F.A. Melo
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Article
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1969
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Elsevier Science
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English
⚖ 489 KB
The paper describes a program for automatic analysis of the stability of slopes of any kind, (land slopes, earth dams, embankments, quay walls, etc.) by the Swedish method. Two factors of safety are obtained, one according to the usual calculationratio of the resistance to the overturning moment, t