EFFECT OF SOIL CONTA MINATION ON THE BEHA VIOR OF SINGLE PILE EMBED DED IN SANDY SOIL LABORATORY STUDY

Behavior of Rectangular Pile Group Embedded in Contaminated Sand Slopes

BEARING CAPACITY OF STRIP FOOTING RESTING ON OILCONTAMINATED SAND SLOPES

BEHAVIOR OF RECTANGULAR PILE GROUP EMBEDDED IN CONTAMINATED SAND SLOPES

IMPROVING LATERAL CAPACITY OF CONCRETE PILES EMBEDDED IN COHESIONLESS SOIL

Improving Lateral Capacity of Single Vertical Piles Embedded in Choesionless Soil

A NUMERICAL STUDY OF SANDY SLOPES REINFORCED WITH PILES

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

INVESTIGATION OF THE SHEAR STRENGTH AND BEARING CAPACITY OF CONTAMINATED SANDY SOIL BY OIL PRODUCTS