This research evaluates the effect of variations in bamboo pile configurations (4x4, 5x5, and 6x6) combined with geosynthetic reinforcements (geogrid and geotextile) on the bearing capacity of foundations on peat soil from Ogan Komering Ilir. The research method uses laboratory-scale static loading tests with data interpretation through the Tangent Intersection and Mazurkiewicz methods. The res…