A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
New general method of designing pile foundations is developed in which deformation components, determining movements of foundation block, are chosen as unknown quantities; determination of shake-down condition of pile foundation for possible alternating loads; economic factor in calculations.
New general method of designing pile foundations is developed in which deformation components, determining movements of foundation block, are chosen as unknown quantities; determination of shake-down condition of pile foundation for possible alternating loads; economic factor in calculations.
Limit design of pile foundations
Dansk Selskab Bygningsstatik -- Bygningsstatiske Meddelelser
Hansen, B. (author)
1959
50 pages
Article (Journal)
English
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