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This research paper investigates the lateral pressure on pile foundations in cohesive soils caused by horizontal soil movements, highlighting the inadequacies of existing design approaches. Through model tests and numerical simulations, the study identifies key influencing factors such as pile shape, size, and spacing, leading to the development of a simplified analysis method. The findings emphasize the importance of considering these factors in the design of pile foundations to ensure accurate assessment

Author

barkaszpeter

Language

EN