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The document proposes a model to analyze the behavior of a pile-soil system subjected to vertical cyclic loading. The model is based on the t-z concept and compaction theory of granular materials. It examines how cyclic loading reduces shear resistance around the pile shaft and redistributes loads carried by the shaft and pile tip. The model is applied to predict behavior of cyclically loaded piles in experiments. Theoretical predictions generally agree with experimental data qualitatively and show quantita

Author

Er Rutvik

Language

EN