1.Numerical Simulation and Parametric Study of a Single Pile in Clay Layer to Examine the Effect of Loading on Settlements and Skin Friction Distribution -- 2.Study on Low-Strength Biocemented Sands Using a Temperature-controlled MICP (Microbially Induced Calcite Precipitation) method -- 3.Curing Behaviour of Lightly Solidified Clays Monitored with Bender Element and Electrical Conductivity Mea…
Comparison of prediction models for the permeability of granular materials using a database -- Virtual reality and neural networks for exploting geotechnical data -- Validation of compression index approximations using soil liquid limit -- Validation of compression index approximations using soil void ratio -- Innovative model for settlement calculations in organic soils -- Resilient modulus pr…