A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design of piles in soils prone to slump-type settlement
Characteristics of determination of the bearing capacity of piles in soils prone to slumptype settlement are examined. It is proposed that characteristics be computed not based on the flow index, but on the void ratio.
Design of piles in soils prone to slump-type settlement
Characteristics of determination of the bearing capacity of piles in soils prone to slumptype settlement are examined. It is proposed that characteristics be computed not based on the flow index, but on the void ratio.
Design of piles in soils prone to slump-type settlement
Kozakov, Yu. N. (author) / Bulankin, N. F. (author)
2013
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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