Utilization of Soil Nailing Technique to Improve Sand Slopes under Seismic Loading

NUMERICAL ANALYSIS OF DEEP EXCAVATION STABILITY USING DIFFERENT TECHNICS

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

Utilization of soil nailing technique to improve sand slopes under Seismic loading

INFLUENCE OF NAILS LENGTH ON THE BEHAVIOR OF NAILED-SANDY SOIL SLOPE

A NUMERICAL STUDY OF SANDY SLOPES REINFORCED WITH PILES

NUMERICAL PREDICATION OF SIZE EFFECT FACTOR FOR DIFFERENT COMPRESSIVE STRENGTH LEVELS

Interface Interaction of Granular Columns - Soft Clay Composite

Behavior of Secant Piles Wall in the Soil

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