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A platform for research: civil engineering, architecture and urbanism
Bearing capacity of driven piles in sandy soils according to resistance characteristics and their variability
Abstract Refined standard resistances are suggested for sandy soils under a point and along the side surface of piles, and also their reliability coefficients with different confidence levels established by statistical-probability processing of full-scale static tests. The suggested procedure not only makes it possible to raise the transmitted load on piles, but to efficiently use their bearing capacity with consideration of the degree of responsibility of the buildings and structures being designed.
Bearing capacity of driven piles in sandy soils according to resistance characteristics and their variability
Abstract Refined standard resistances are suggested for sandy soils under a point and along the side surface of piles, and also their reliability coefficients with different confidence levels established by statistical-probability processing of full-scale static tests. The suggested procedure not only makes it possible to raise the transmitted load on piles, but to efficiently use their bearing capacity with consideration of the degree of responsibility of the buildings and structures being designed.
Bearing capacity of driven piles in sandy soils according to resistance characteristics and their variability
Sirozhiddinov, Z. (author)
1992
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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