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A platform for research: civil engineering, architecture and urbanism
Evaluation of pile bearing capacity from results of static penetration tests using a probabilistic approach
Conclusions 1. Based on a probabilistic approach taking into account the natural heterogeneity of the soils in the engineering-geologic elements and the depths at which they are located, the analytical value of the pile bearing capacity was obtained (for the specified probability of unfailing operation) from the static penetration test results. 2. The analysis of the factual material indicates a possible increase, by 16–25% (for R=0.95) in comparison with the SNiP II-17-77 Norms (since January 1, 1987 with the SNiP 2.02.03-85 Norms) of particular values of the limit resistance of the pile at the penetration point.
Evaluation of pile bearing capacity from results of static penetration tests using a probabilistic approach
Conclusions 1. Based on a probabilistic approach taking into account the natural heterogeneity of the soils in the engineering-geologic elements and the depths at which they are located, the analytical value of the pile bearing capacity was obtained (for the specified probability of unfailing operation) from the static penetration test results. 2. The analysis of the factual material indicates a possible increase, by 16–25% (for R=0.95) in comparison with the SNiP II-17-77 Norms (since January 1, 1987 with the SNiP 2.02.03-85 Norms) of particular values of the limit resistance of the pile at the penetration point.
Evaluation of pile bearing capacity from results of static penetration tests using a probabilistic approach
Divinskii, M. L. (author)
1987
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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