Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Settlement of linearly loaded rectangular area
Theoretical determination of settlement of linearly-loaded rectangular area at surface of semi-infinite mass of elastic, isotropic, homogeneous soil is presented; linear stress distribution is assumed in design of foundations subject to eccentric and inclined load in case of dams, buildings, and retaining walls; settlement coefficients are calculated for several points of loaded area by integration of J.Boussinesq and V.Cerruti formulas for settlement due to single, normal or tangential load.
Settlement of linearly loaded rectangular area
Theoretical determination of settlement of linearly-loaded rectangular area at surface of semi-infinite mass of elastic, isotropic, homogeneous soil is presented; linear stress distribution is assumed in design of foundations subject to eccentric and inclined load in case of dams, buildings, and retaining walls; settlement coefficients are calculated for several points of loaded area by integration of J.Boussinesq and V.Cerruti formulas for settlement due to single, normal or tangential load.
Settlement of linearly loaded rectangular area
ASCE -- Proc (J Soil Mechanics and Foundation Div)
Giroud, J.P. (Autor:in)
1968
19 pages
Aufsatz/Kapitel (Buch)
Englisch
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