Brèche sécuritaire et retour à la nature

Érosion régressive dans les fondations d’ouvrages en remblai

Comportement séismique des barrages en remblai

Analyse dynamique des barrages en remblai en utilisant une méthode couplée FEM-SBFEM

Data analysis of a continuous compaction control (CCC) system used during an embankment dam construction

Evaluation of the internal erosion potentiel of the low clay size content till core of Romaine-3 dam.

Data processing of instrumented roller compactors used during the Romaine-2 dam construction

Study on the influence of intensity and duration of reservoir's water rising on the piezometric line in an embankment dam.

Internal erosion and particles transportation under water seepage

Rockfill characterization of Romaine-2 dam

Hydraulic properties of a compacted till having a low clay size particles content

The fractal behaviour of crushed rock particles at high stresses

Prediction of post-construction settlements of rockfill dams base on construction field data

Modelling the effect of snow cover on the soils/atmosphere heat transfers

Study of an embankment in a situation of core overtopping

Hydraulic conductivity estimation of saturated granitic sand

Inverse modelling of desorption tests to establish the hydraulic conductivity of unsaturated sands

Short term and long term compressibility of rock particles assemblages

Influence of heterogeneity on the thermal behavior of an embankment dam

Thermal conductivity and intrinsic permeability of compacted snow

Short and long term behaviour of an assemblage of crushed rock particles in oedometric compression

Behaviour of the till from Romaine-3 dam under cyclic sollicitations

Numerical modeling of the behavior of rockfill dams during construction and impoundment

Mechanical and dynamic behaviour of the Jules-Allard dam till foundation

A comparative study on the hydraulic conductivity of the foundation till of the Sartigan dam

Numerical analysis of experimental results to establish intrinsic permeability of rockfill materials

Modeling of the SM-3 dam, Québec, Canada

Shear parameters for the gravel/ bituminous concrete interface of the Romaine-2 dam

Development of an hydraulic conductivity measurement cell allowing the evaluation of the anisotropy of compacted tills from Northern Quebec

Internal stability criteria for low plasticity granular materials submitted to water seepage

Use of a geotechnical centrifuge for modelling the behavior of thin core embankment dam