Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Theoretical bearing capacity of very shallow footings
Bearing capacities of shallow, smooth strip and circular footings are obtained by integration of equations of plastic equilibrium of soils; equations are integrated numerically by finite difference approximation based on method of characteristics; calculations are carried out for cohesionless soils with angles of internal friction of 30 and 40°; results are linearized to obtain bearing capacity and shape factors for circular footing; increase of calculated bearing capacity with depth of burial is sufficiently large. (00082)
Theoretical bearing capacity of very shallow footings
Bearing capacities of shallow, smooth strip and circular footings are obtained by integration of equations of plastic equilibrium of soils; equations are integrated numerically by finite difference approximation based on method of characteristics; calculations are carried out for cohesionless soils with angles of internal friction of 30 and 40°; results are linearized to obtain bearing capacity and shape factors for circular footing; increase of calculated bearing capacity with depth of burial is sufficiently large. (00082)
Theoretical bearing capacity of very shallow footings
ASCE, J Soil Mech Found Div
Larkin, L.A. (Autor:in)
1968
11 pages
Aufsatz (Zeitschrift)
Englisch
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