Modeling of Geotextile Reinforced Highway Slopes in a Geotechnical Centrifuge

Comparative Analysis of Load Responses and Deformation for Crust Composite Foundation and Pile-supported Embankment

“…A geogrid mobilizes its tensile resistance mainly by generating passive resistance to the soil particles confined between its apertures (Sharma & Bolton 1996). The use of a scaled-down geogrid for model reinforcement was well discussed by Viswanadham and Mahajan (2004). Two scaling relationships were deduced for a model geogrid considering two basic requirements: scaling of the tensile stiffness and scaling of the bonding strength, i.e.…”