Mechanical Property of Biomodified Geogrid and Reinforced Calcareous Sand

The strength and deformation properties of maritime geotechnical structures made primarily calcareous sand are critical for project safety. geogrid reinforcement is developed as a promising approach to improve the mechanical sand. This study investigates property biomodified via microbially induced calcite precipitation (MICP) process effectiveness A series unconsolidated undrained triaxial experiments were conducted evaluate behaviors reinforced (BGRCS), taking into consideration impacts layer, times biotreatment, confining pressure. Compared untreated geogrid, BGRCS distinctly changed due increase roughness, deviatoric stress-strain curves evidently hardening. Strength pseudocohesive force can be further enhanced by raising layer specimens, while internal friction angle also increases amplitude variation with biotreatment. pressure all intimately related specimens. interactions ribs particles analyzed using scanning electron microscope tests that could provide reference revealing mechanism BGRCS.