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Design of bridge piers embedded in cohesionless material, taking into account their flexibility
Stress distribution in foundation material where ground is elastic, homogeneous and isotropic; pier embedded in cohesionless material; applied forces acting in two directions, rectangular and circular directions considered; criteria of equations.
Design of bridge piers embedded in cohesionless material, taking into account their flexibility
Stress distribution in foundation material where ground is elastic, homogeneous and isotropic; pier embedded in cohesionless material; applied forces acting in two directions, rectangular and circular directions considered; criteria of equations.
Design of bridge piers embedded in cohesionless material, taking into account their flexibility
Instn Civ Engrs -- Proc
Karmalsky, V. (author) / Korner, G. (author)
1956
21 pages
Article (Journal)
English
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