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Engineering method of calculating pyramidal-prismatic piles under an impressing load
Abstract Results of complex experimental investigations are cited, and quantitative relationships between the soil's resistance against the lower end and lateral surface of pyramidal-prismatic piles are derived; this was the basis of a proposed method of calculation using equations that are given in Construction Rules and Regulations 2.02.03-85.
Engineering method of calculating pyramidal-prismatic piles under an impressing load
Abstract Results of complex experimental investigations are cited, and quantitative relationships between the soil's resistance against the lower end and lateral surface of pyramidal-prismatic piles are derived; this was the basis of a proposed method of calculation using equations that are given in Construction Rules and Regulations 2.02.03-85.
Engineering method of calculating pyramidal-prismatic piles under an impressing load
Medvedeva, O. P. (author) / Bulankin, N. F. (author)
1997
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Engineering Method of Calculating Pyramidal-Prismatic Piles under an Impressing Load
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