Strain-dependent slope stability for earthquake loading
Assessment of the seismic slope stability in terms of a factor of safety (FoS) is often addressed using pseudo-static approaches neglecting material-induced failure and the role of pore-fluids. On the other hand, sophisticated constitutive models that capture these effects can usually not be conside...
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Published in | Computers and geotechnics Vol. 152; p. 105048 |
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Main Authors | , , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
01.12.2022
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Subjects | |
Online Access | Get full text |
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