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

THE COMPRESSION AND UPLIFT BEARING CAPACITIES OF HELICAL PILES IN COHESIONLESS SOIL

ENHANCEMENT of THE LATERAL BEHAVIOR OF A SINGLE PILE IN SOFT CLAY: NUMERICAL INVESTIGATION

Uplift Capacity of Single Pile with Wing in Sand‐Numerical Study

Improving Lateral Capacity of Single Vertical Piles Embedded in Choesionless Soil

Behavior of Piles Reinforced by Geosynthetics Under Lateral Load

EFFICIENCY OF INTERNAL STRENGTHENING R.C BEAMS WITH RECTANGULAR OPENINGS IN SHEAR ZONE BY USING STEEL PLATES

IMPROVING LATERAL CAPACITY OF CONCRETE PILES EMBEDDED IN COHESIONLESS SOIL

Uplift Capacity of Single Pile with Wing in Sand Numerical Study

Improving Lateral Capacity of Single Vertical Piles Embedded in Choesionless Soil