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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Published in | International journal for numerical and analytical methods in geomechanics Vol. 40; no. 5; pp. 785 - 806 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Bognor Regis
Blackwell Publishing Ltd
10.04.2016
Wiley Subscription Services, Inc |
Subjects | |
Online Access | Get full text |
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