Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Deformations of bases of annular foundations
Conclusions 1. The deformation zone depth and the settlements in annular foundations are smaller than in circular foundations for equal underside areas, other conditions being equal. 2. For equal settlements, the load transmitted to an annular foundation may be higher by 30–40% than the corresponding load transmitted to a solid foundation.
Deformations of bases of annular foundations
Conclusions 1. The deformation zone depth and the settlements in annular foundations are smaller than in circular foundations for equal underside areas, other conditions being equal. 2. For equal settlements, the load transmitted to an annular foundation may be higher by 30–40% than the corresponding load transmitted to a solid foundation.
Deformations of bases of annular foundations
Tugaenko, Yu. F. (Autor:in) / Kushchak, S. I. (Autor:in)
1985
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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