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Settlement of embankment resting on semi-infinite elastic soil
In theoretical determination of settlement of embankment, ground is assumed to be semi-infinite mass of elastic isotropic homogeneous soil with plane upper boundary; load applied by embankment on ground surface is approximated by linearly distributed pressure; settlement coefficients were calculated for seven points of contact area between embankment and soil mass by integration of Boussinesq formula for settlement due to single normal load; practical examples are presented.
Settlement of embankment resting on semi-infinite elastic soil
In theoretical determination of settlement of embankment, ground is assumed to be semi-infinite mass of elastic isotropic homogeneous soil with plane upper boundary; load applied by embankment on ground surface is approximated by linearly distributed pressure; settlement coefficients were calculated for seven points of contact area between embankment and soil mass by integration of Boussinesq formula for settlement due to single normal load; practical examples are presented.
Settlement of embankment resting on semi-infinite elastic soil
Nat Research Council -- Highway Research Board -- Research Rec
Giroud, J.P. (author)
1968
18 pages
Article (Journal)
English
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