A5055587489- Rock Mechanics and Modeling
- Soil and Unsaturated Flow
- Grouting, Rheology, and Soil Mechanics
- Hydraulic Fracturing and Reservoir Analysis
- Numerical methods in engineering
- Geotechnical Engineering and Soil Mechanics
- Landslides and related hazards
- Geotechnical and Geomechanical Engineering
- Drilling and Well Engineering
- Groundwater flow and contamination studies
- Geotechnical Engineering and Underground Structures
- Nonlocal and gradient elasticity in micro/nano structures
- Geotechnical Engineering and Analysis
- Coal Properties and Utilization
- Composite Material Mechanics
- Fluid Dynamics Simulations and Interactions
- Geological Modeling and Analysis
- Geotechnical Engineering and Soil Stabilization
- CO2 Sequestration and Geologic Interactions
- Geological and Geophysical Studies Worldwide
- Tunneling and Rock Mechanics
- Seismic Imaging and Inversion Techniques
- Dam Engineering and Safety
- Methane Hydrates and Related Phenomena
- Landfill Environmental Impact Studies
University of Liège
2015-2024
Scuola Normale Superiore
2020
Eni (Italy)
2020
Higher Institute of Mining, Industry and Geology
2019
Université Abdou Moumouni
2019
Fund for Scientific Research
2005-2014
Fonds National de la Recherche
2005-2009
Laboratoire Navier
2008
École nationale des ponts et chaussées
2003-2008
École Polytechnique Fédérale de Lausanne
2005
In this paper, a new finite element method is described and applied. It based on theory developed to model poromechanical problems where the mechanical part obeying second gradient theory. The aim of such work properly post localized behaviour soils rocks saturated with pore fluid. Beside development coupled theory, corresponding has been developed. elements used are weak form relation between deformation gradient, using field Lagrange multipliers. global problem solved by system equations...
Abstract Two or more different fluids generally saturate chalk in oil reservoir, and therefore its behaviour can be very complicated. In this paper, a constitutive law is proposed for modelling the mechanical of saturated by two non‐miscible fluids, water oil. The effects capillary pressure suction are taken into account. They considered as an independent variable, Barcelona's basic model developed unsaturated soils. On other hand, internal friction pore collapse modelled mechanisms....
This paper presents numerical investigations of the monotonic and cyclic behaviours suction caissons upon vertical transient loading. Both drained partially conditions are investigated. Monotonic compression traction simulations carried out to qualitatively compare results with literature validate model. They highlight different modes reaction caisson both A sensitivity analysis points strong influence some parameters on resistance but also failure mechanism. The behaviour kinds load signals...