LIMIT EQUILBRIUM SAFETY ANALYSIS OF PILE IN LATERAL SPREAD: THREE LAYER

LIMIT EQUILBRIUM SAFETY ANALYSIS OF PILE IN LATERAL SPREAD: THREE-LAYER

Lateral pressure de veloped on piles in clay slopes: Numerical study

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

A NUMERICAL STUDY OF SANDY SLOPES REINFORCED WITH PILES

BEHAVIOUR OF PILES SUBJECTED TO LATERAL FORCES IN COHESIVE SOIL

BEHAVIOR OF SHALLOW FOUNDATION AND STRUCTURESADJACENT TO SHEET PILES DURING EARTHQUAKE LOADING

LATERAL CAPACITY OF PILES ADJACENT TO OIL-CONTAMINATED SAND SLOPES

Behavior of Secant Piles Wall in the Soil

Behavior of Laterally Loaded Pile Groups Adjacent to a Slope - A Numerical Study