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A platform for research: civil engineering, architecture and urbanism
Bearing capacity of pile groups in soils prone to slump-type settlement
Abstract Equations for determination of the bearing capacity of pile groups in soils prone to slump-type settlement and the optimal distance between piles in the groups are presented on the basis of solution of the problem of the limiting equilibrium of a single pile using the soil-strength parameters ϕ and c. The results of experimental scientific investigations confirm the computational assumptions made by the author, and also suggest good agreement between computational and field data.
Bearing capacity of pile groups in soils prone to slump-type settlement
Abstract Equations for determination of the bearing capacity of pile groups in soils prone to slump-type settlement and the optimal distance between piles in the groups are presented on the basis of solution of the problem of the limiting equilibrium of a single pile using the soil-strength parameters ϕ and c. The results of experimental scientific investigations confirm the computational assumptions made by the author, and also suggest good agreement between computational and field data.
Bearing capacity of pile groups in soils prone to slump-type settlement
Grigoryan, A. A. (author)
1996
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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