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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...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2825592065

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

On the seismic stability of soil slopes containing dual weak layers: true failure load assessment by finite-element limit-analysis

Author / Creator

Publisher

Berlin/Heidelberg: Springer Berlin Heidelberg

Journal title

Acta geotechnica, 2023-06, Vol.18 (6), p.3153-3175

Language

English

Formats

Publication information

Publisher

Berlin/Heidelberg: Springer Berlin Heidelberg

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

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

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