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W2401191331 abstract "The distribution of active earth pressures behind retaining structures is typically inferred from simplified Rankine or Coulomb analyses, both of which are triangular in shape and assume a planar slip surface. However, various experiments and numerical models have demonstrated an earth pressure distribution that is non-linear in shape, typically attributed to a phenomenon called ‘soil arching’. Existing analytical solutions have typically evaluated arching with planar slip surfaces; however, slip surfaces that form behind retaining structures are often curvilinear, tending to follow a log-spiral shape, particularly when considering wall batter or interface friction between the backfill and wall. In this letter, the arching effect is considered using a log-spiral failure mechanism that has been developed by deriving a first-order differential equation and subsequently solved using a numerical approach. A series of charts are presented accounting for varying soil strengths, interface friction and wall batters." @default.
W2401191331 created "2016-06-24" @default.
W2401191331 creator A5059893578 @default.
W2401191331 creator A5081818479 @default.
W2401191331 date "2016-06-01" @default.
W2401191331 modified "2023-09-24" @default.
W2401191331 title "Active earth pressures from a log-spiral slip surface with arching effects" @default.
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W2401191331 doi "https://doi.org/10.1680/jgele.16.00015" @default.
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