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Terminal (Maximum) Bearing Capacity of the Saturated Bed of a Strip Foundation
Generalization of the problem concerning the bearing capacity of a bed composed of slowly consolidating saturated clayey soils is examined with consideration of preliminary compaction and the coefficient of instantaneous pore pressure. Diagrams and tables are presented for the coefficients of terminal bearing capacity of the bed for a broad range of initial data.
Terminal (Maximum) Bearing Capacity of the Saturated Bed of a Strip Foundation
Generalization of the problem concerning the bearing capacity of a bed composed of slowly consolidating saturated clayey soils is examined with consideration of preliminary compaction and the coefficient of instantaneous pore pressure. Diagrams and tables are presented for the coefficients of terminal bearing capacity of the bed for a broad range of initial data.
Terminal (Maximum) Bearing Capacity of the Saturated Bed of a Strip Foundation
Korolev, K. V. (author)
2013
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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