ANALYSIS OF TWO ADJACENT TUNNELS IN SOFT CLAY SOIL

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

Soil-Structure Interaction of Tunnels in Soft Clay Soil

NUMERICAL ANALYSIS OF DEEP EXCAVATION STABILITY USING DIFFERENT TECHNICS

IMPROVING OF SOFT CLAY SOIL AROUND TUNNEL OPENNING USING STONE COLUMNS AND ITS EFFECT ON THE BEHAVIOR OF TUNNEL LINING

BEHAVIOR OF EXISTING TUNNEL DUE TO THE CONSTRUCTION OF A NEW TUNNEL PASSED PARALLEL UNDER IT

THE SEISMIC BEHAVIOUR OF TUNNELS IN LIQUEFACTION SOIL: A NUMERICAL STUDY

Evaluation of Surface Displacement Equation due to Tunneling in Cohesionless Soil

Behavior of structure and soil retaining System adjacent to excavation in clay-numerical study

Comparative Study between 2D and 3D Analysis for Deep Excavation Case History