BEHAVIOR OF PILE GROUPS UNDER LATERAL LOADS IN SAND SOIL CONSIDERING MOHR-COULOMB AND MODIFIED MOHR-COULOMB CRITERIONS: COMPARATIVE ANALYSIS

Influence of Geogrid-Axial Stiffness on Bearing Capacity of Geogrid-Reinforced Fine Sand

Enhancement of The Behaviour of Laterally Loaded Vertical Piles Embedded in Clayey Soil

BEHAVIOUR OF PILES SUBJECTED TO LATERAL FORCES IN COHESIVE SOIL

BEHAVIOUR OF GEOSYNTHETIC REINFORCED SOIL OVERLYING LOOSE SAND

The Behavior of Single Under-Reamed Piles under Compression Load in Clay - Numerical Study

EFFECTOF GEOSYNTHETICSTIFFNESSAND SURCHARGELOAD ONSTABILITY OF REINFORCEDEARTHSEGMENTAL WALLS

Numerical Analysis of Geogrid-Axial Stiffness on Shear Strength Behavior of Fine Sand

INVESTIGATING THE EFFECTS OF GRANULAR PILES ON THE WEAK SOIL’S BEHAVIOR

The Influence of Soil Reinforcement on the Performance of Single Pile and Pile Group Under Pullout Loads