On the stability of fissured slopes subject to seismic action

Summary A set of analytical solutions achieved by the upper bound theorem of limit analysis and the pseudo‐static approach is presented for the assessment of the stability of homogeneous c, ϕ slopes manifesting vertical cracks and subject to seismic action. Rotational failure mechanisms are consider...

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Bibliographic Details
Published inInternational journal for numerical and analytical methods in geomechanics Vol. 40; no. 5; pp. 785 - 806
Main Authors Utili, S., Abd, A.H.
Format Journal Article
LanguageEnglish
Published Bognor Regis Blackwell Publishing Ltd 10.04.2016
Wiley Subscription Services, Inc
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