Three-dimensional active earth pressure for retaining structures in soils subjected to steady unsatu...
Three-dimensional active earth pressure for retaining structures in soils subjected to steady unsaturated seepage effects
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Publisher
Berlin/Heidelberg: Springer Berlin Heidelberg
Journal title
Language
English
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Publisher
Berlin/Heidelberg: Springer Berlin Heidelberg
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Scope and Contents
Contents
In extant studies, most of the analyses on active earth pressure focused on dry or saturated soils using two-dimensional failure mechanisms. However, in practice, soils are usually unsaturated, and all failures of retained soil masses indicate a somewhat three-dimensional (3D) feature. This work adopts the kinematic limit analysis method to evaluat...
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Full title
Three-dimensional active earth pressure for retaining structures in soils subjected to steady unsaturated seepage effects
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Author / Creator
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Record Identifier
TN_cdi_proquest_journals_2412657654
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2412657654
Other Identifiers
ISSN
1861-1125
E-ISSN
1861-1133
DOI
10.1007/s11440-019-00870-2
