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This study investigates the behavior of geosynthetic-encased stone columns (GESC) under cyclic loading through experiments and numerical simulations. The results indicate that GESC effectively reduces settlement and soil stress in composite foundations, with performance improving as the ratio of length to diameter and the strength of wrapping material increase. The findings contribute to understanding the load transfer mechanisms and failure modes of GESCs in soft soil foundations.

Author

aqib javid

Language

EN