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The document contains results from a study analyzing the variation of natural frequency of pile foundations with changes in embedded pile length, soil type (clay or sand), mass representation on the pile (added or not added), and boundary condition (fixed or spring support). It includes several figures showing trends in the fundamental sway, torsional, bending, and axial modes of vibration with increasing pile length for different soil-mass-support scenarios. The results show that natural frequency generall
- Author
- Husseinali Hussein
- Language
- EN