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

PERFORMANCE OF PILE SUPPORTED EMBANKMENTS OVER SOFT CLAY - NUMERICAL STUDY

NUMERICAL ANALYSIS OF DEEP EXCAVATION STABILITY USING DIFFERENT TECHNICS

The Behavior of Single Under-Reamed Piles under Compression Load in Clay - Numerical Study

shear strength characteristics of IMPROVED clayey sand soil

Behaviour of Laterally Anchored Retaining System in Loose Sand Soil

Behavior of single piles and pile groups in consolidating soil

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

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

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