On the seismic stability of soil slopes containing dual weak layers: true failure load assessment by...
On the seismic stability of soil slopes containing dual weak layers: true failure load assessment by finite-element limit-analysis
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Berlin/Heidelberg: Springer Berlin Heidelberg
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English
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Berlin/Heidelberg: Springer Berlin Heidelberg
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Seismic stability analyses of soil slopes in the presence of weak interlayers are rather challenging within the framework of plasticity theory, due to the construction of kinematically admissible velocity fields and statically allowable stress fields at limit state. Finite-element limit-analysis procedures including finite-element upper-bound (FEUB...
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On the seismic stability of soil slopes containing dual weak layers: true failure load assessment by finite-element limit-analysis
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TN_cdi_proquest_journals_2825592065
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https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2825592065
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ISSN
1861-1125
E-ISSN
1861-1133
DOI
10.1007/s11440-022-01730-2