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- W154629269 abstract "This technical note considers the mode of failure of embankments associated with overconsolidated clay soils. A simple stability analysis is used to demonstrate that wedge failure can be more critical than circular failure. For the covering abstract of hte symposium see IRRD 286603. (Author/TRRL)" @default.
- W154629269 created "2016-06-24" @default.
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- W154629269 date "1985-01-01" @default.
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- W154629269 title "Wedge analysis of embankment instability during construction of the M25 motorway" @default.
- W154629269 hasPublicationYear "1985" @default.
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