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

Improvement the Performance of an Open Tunnel Based on a Numerical Study

INFLUENCE OF APPLYING DIFFERENT MODEL PARAMETERS ON TUNNELS INDUCED DEEP EXCAVATION IN LAYERED CLAY SOIL

Behavior of Secant Piles Wall in the Soil

Influence of pile driving and dynamic compaction earthborn vibration on adjacent soil response

A NUMERICAL STUDY OF SANDY SLOPES REINFORCED WITH PILES

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

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

Lateral Deflection of Cantilever Secant Pile in Soft Clay.

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