Christophe Dano

Prediction of undrained shear strength using extreme gradient boosting and random forest based on Bayesian optimization

Cyclic liquefaction behaviour of a moderately cemented grouted sand under repeated loading

DEM simulation of bonded granular material. Part I: Contact model and application to cemented sand

Macro–micro responses of crushable granular materials in simulated true triaxial tests

Selection of sand models and identification of parameters using an enhanced genetic algorithm

Evaluation of ground loss ratio with moving trajectories induced in double-O-tube (DOT) tunnelling

Evolution of particle breakage and volumetric deformation of binary granular soils under impact load

Estimation of critical state-related formula in advanced constitutive modeling of granular material

Dependence of shape on particle size for a crushed rock railway ballast

Review: Calibration of the discrete element method

Liquefaction resistance of bio-cemented calcareous sand

Random Forests and Cubist Algorithms for Predicting Shear Strengths of Rockfill Materials

Optimization techniques for identifying soil parameters in geotechnical engineering: Comparative study and enhancement

Soil-tunnel interaction modelling for shield tunnels considering shearing dislocation in longitudinal joints

Analytical approach for time‐dependent groundwater inflow into shield tunnel face in confined aquifer

Influence of grading on the undrained behavior of granular materials

Rockfill shear strength evaluation: a rational method based on size effects

Effect of Sample Size on the Behavior of Granular Materials

Experimental framework for evaluating the mechanical behavior of dry and wet crushable granular materials based on the particle breakage ratio

Behavior of Uncemented Sands and Grouted Sands Before Peak Strength

Engineering Properties of Grouted Sands

A constitutive model for granular materials considering grain breakage

Single‐and multi‐objective genetic algorithm optimization for identifying soil parameters

Modeling Mechanical Behavior of Very Coarse Granular Materials

Grading-Dependent Behavior of Granular Materials: From Discrete to Continuous Modeling