Predicted and observed cyclic performance of piles in calcareous sand
Journal Article
·
· Journal of Geotechnical Engineering; (United States)
- Univ. of Sydney (Australia)
The performance of small-scale model piles jacked into calcareous sand and tested under cyclic axial loadings is presented in this paper. The calcareous sand beds used for the tests have been prepared from reconstituted soil that has been consolidated under different overburden pressures using a test vessel of special design. The study is focused on the accumulation of permanent displacement of the piles under both uniform and nonuniform amplitude cyclic loadings. A numerical analysis is employed to predict the cyclic behavior of the model piles, using input parameters derived from the experimental results. Comparisons between the measured and predicted results show reasonable agreement.
- OSTI ID:
- 6647578
- Journal Information:
- Journal of Geotechnical Engineering; (United States), Vol. 121:1; ISSN 0733-9410
- Country of Publication:
- United States
- Language:
- English
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42 ENGINEERING
02 PETROLEUM
03 NATURAL GAS
FOUNDATIONS
DYNAMIC LOADS
SOIL-STRUCTURE INTERACTIONS
OFFSHORE PLATFORMS
BENCH-SCALE EXPERIMENTS
MATHEMATICAL MODELS
NUMERICAL ANALYSIS
PETROLEUM INDUSTRY
SEA BED
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MATHEMATICS
MECHANICAL STRUCTURES
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423000* - Engineering- Marine Engineering- (1980-)
020300 - Petroleum- Drilling & Production
030300 - Natural Gas- Drilling
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& Processing
02 PETROLEUM
03 NATURAL GAS
FOUNDATIONS
DYNAMIC LOADS
SOIL-STRUCTURE INTERACTIONS
OFFSHORE PLATFORMS
BENCH-SCALE EXPERIMENTS
MATHEMATICAL MODELS
NUMERICAL ANALYSIS
PETROLEUM INDUSTRY
SEA BED
INDUSTRY
MATHEMATICS
MECHANICAL STRUCTURES
SUPPORTS
423000* - Engineering- Marine Engineering- (1980-)
020300 - Petroleum- Drilling & Production
030300 - Natural Gas- Drilling
Production
& Processing