“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
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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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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...
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Full title
“Soil arching” for piled embankments: insights from stress redistribution behaviour of DEM modelling
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TN_cdi_proquest_journals_2419901529
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2419901529
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ISSN
1861-1125
E-ISSN
1861-1133
DOI
10.1007/s11440-019-00902-x