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“Soil arching” for piled embankments: insights from stress redistribution behaviour of DEM modelling

“Soil arching” for piled embankments: insights from stress redistribution behaviour of DEM modelling

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2419901529

“Soil arching” for piled embankments: insights from stress redistribution behaviour of DEM modelling

About this item

Full title

“Soil arching” for piled embankments: insights from stress redistribution behaviour of DEM modelling

Publisher

Berlin/Heidelberg: Springer Berlin Heidelberg

Journal title

Acta geotechnica, 2020-08, Vol.15 (8), p.2117-2136

Language

English

Formats

Publication information

Publisher

Berlin/Heidelberg: Springer Berlin Heidelberg

More information

Scope and Contents

Contents

For piled embankments, it is widely recognised that the majority of embankment load can be transferred to the piles through the “soil arching” mobilised in the embankment. To date, no consensus has been reached on the shape and composition of the “soil arching”. In light of this, a total of 131 2D trapdoor-like discrete element method models were c...

Alternative Titles

Full title

“Soil arching” for piled embankments: insights from stress redistribution behaviour of DEM modelling

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_proquest_journals_2419901529

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2419901529

Other Identifiers

ISSN

1861-1125

E-ISSN

1861-1133

DOI

10.1007/s11440-019-00902-x

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