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

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

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

NUMERICAL ANALYSIS OF DEEP EXCAVATION STABILITY USING DIFFERENT TECHNICS

FINITE ELEMENT PROCEDURE FOR MODELING SOILSTRUCTURE- FOUNDATION INTERACTION IN BUILDING SEISMIC DAMAGE RESPONSE

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

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

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

Two-Dimensional Numerical Approaches of Excavation Support Systems: A Comprehensive Review of Key Considerations and Modelling Techniques

SOIL-STRUCTURE INTERACTION MODELLING OF FOUNDATIONS GROUND TIE-BEAMS