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
About this item
Full title
Author / Creator
Publisher
Berlin/Heidelberg: Springer Berlin Heidelberg
Journal title
Language
English
Formats
Publication information
Publisher
Berlin/Heidelberg: Springer Berlin Heidelberg
Subjects
More information
Scope and Contents
Contents
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...
Alternative Titles
Full title
On the seismic stability of soil slopes containing dual weak layers: true failure load assessment by finite-element limit-analysis
Authors, Artists and Contributors
Author / Creator
Identifiers
Primary Identifiers
Record Identifier
TN_cdi_proquest_journals_2825592065
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2825592065
Other Identifiers
ISSN
1861-1125
E-ISSN
1861-1133
DOI
10.1007/s11440-022-01730-2
