Modeling in Geotechnical Engineering

Pile Earthquake Granular materials. Mathematical models Grain Soil-structure interaction Soil stabilization Soil mechanics Machine learning Landslides Retaining walls Soils Liquefaction Limit Analysis Dynamic instability Strain localization Pore pressure Slope stability Offshore Wind Turbine Rock engineering Limit states Unsaturated soil Smoothed particle hydrodynamics Unsaturated Soils Offshore wind turbines Random forest Multi-objective optimization Centrifuge testing Slope stability analysis Sensitivity analysis Scaling Laws Deep foundations Pareto-Optimum Dilatancy Hard-Rock Influence Factors Diameter Adaptive neuro-fuzzy inference system (ANFIS) Bayesian optimization arbitrariness Braced excavation Batter piles groups Biocementation Biogeochemical model Finite-infinite Excess Pore Water Pressure Generalized regression neural network (GRNN) Existing upper slope Expansive Soil Cyclic resistance Flexural Rigidity Granular column collapse Geostudio Geomedium Deep basements k-Fold CV KeywordDEM Inhomogeneities Factor of safety Micro-scale behavior Extreme gradient boosting Landslide reactivation Non-Euclidean theory MICP Optimal Sensor Location Pipeline testing Patton's shear strength criteria Incompatibility of deformations Saint-Venant compatibility condition Rock bolt stabilizing force rockburst Reliability index Postpeak behavior Seismic coefficients Residual Shear Strength Rock sample Subgrade Reaction Modulus Unbounded domain Mechanized Tunneling Model adaptation Undrained torsional shear Static shear Load transfer mechanism Undrained Shear Strength Model Container Neural network (NN) Meshfree Methods Nuclear structures Reliability-updating analysis Planar failure Reinforced soil foundation Zonal disintegration Soil-water characteristic curve State-dependency Toyoura Sand T-sand model Violent failure Wall Deflection