# positions[].organizations[].parent[].label
Texas A&M Engineering Experiment Station (TEES)

# overview
My research group effort focuses on advanced geomechanics, considering engineering problems involving mechanical, hydraulic, thermal, geochemical, and biological couplings. Problems in geotechnical engineering and geomechanics are generally strongly coupled with mutual interactions between different physics. Specific challenges include: the design of nuclear waste disposal, modeling the THMC behavior of gas hydrate sediments, the design of energy piles (and other forms of energy exchange with the ground), understanding the degradation of geomaterials due to climate change (including desiccation cracks), advancing the design of geological CO2 sequestration, improving our scientific understanding of hydraulic fracturing, and assisting energy production from existing and new sources.

# keywords[]
4019 Resources Engineering And Extractive Metallurgy

# keywords[]
4019 Resources Engineering And Extractive Metallurgy

# keywords[]
4019 Resources Engineering And Extractive Metallurgy

# keywords[]
4019 Resources Engineering And Extractive Metallurgy

# keywords[]
4019 Resources Engineering And Extractive Metallurgy

# keywords[]
4019 Resources Engineering And Extractive Metallurgy

# keywords[]
4019 Resources Engineering And Extractive Metallurgy

# educationAndTraining[].organization.label
Universitat Politecnica de Catalunya - (Barcelona, Spain)

# educationAndTraining[].field
Civil Engineering (Caminos, Canales y Puertos)

# educationAndTraining[].organization.label
National University of San Juan - (San Juan, Argentina)

# educationAndTraining[].organization.label
Universitat Politecnica de Catalunya - (Barcelona, Spain)

# publications[].label
Modeling the formation and propagation of desiccation cracks in soils

# publications[].label
Probabilistic modelling of auto-correlation characteristics of heterogeneous slopes

# publications[].label
Modeling drying cracks in soils using a mesh fragmentation method

# publications[].label
Mechanical Modeling of Gas Hydrate Bearing Sediments Using an Elasto-Plastic Framework

# publications[].label
Thermal Cone Test to Determine Soil Thermal Properties

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Assessment of water retention behaviour in compacted fills

# publications[].label
Soil curling process and its influencing factors

# publications[].label
Benchmarking selection of parameter values for the Barcelona basic model

# publications[].label
NUMERICAL INVESTIGATION OF THERMAL FIELDS AROUND SUBSEA BURIED PIPELINES

# publications[].label
Thermal-hydraulic-mechanical (THM) behaviour of a large-scale in situ heating experiment during cooling and dismantling

# publications[].label
Behaviour of a silt used in flood embankment construction in Indonesia

# publications[].label
Stochastic analysis of unsaturated seepage through randomly heterogeneous earth embankments

# publications[].label
Investigation of crack desiccation in soil from a flood protection embankment

# publications[].label
Implementation algorithm of a generalised plasticity model for swelling clays

# publications[].label
Typical geomechanical problems associated with railroads on shrink-swell soils

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Numerical study on the effect of rigid inclusions on existing railroads

# publications[].label
A full-scale in situ heating test for high-level nuclear waste disposal: observations, analysis and interpretation

# publications[].label
A unified mechanical and retention model for saturated and unsaturated soil behaviour

# publications[].label
Effect of the Unsaturated Soil Condition on the Thermal Efficiency of Energy Piles

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
An experimental, analytical and numerical study on the thermal efficiency of energy piles in unsaturated soils

# publications[].label
Developments in modelling the generalised behaviour of unsaturated soils

# publications[].label
Existing Railroads on Shrink-Swell Soils: Field Monitoring, Laboratory Tests, and Numerical Simulation

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Wellbore stability analysis during drilling through marine gas hydrate-bearing sediments in Shenhu area: A case study

# publications[].label
Extension of the Barcelona Basic Model considering subloading concept

# publications[].label
Observation of soil curling using 2D laser scanner

# publications[].label
Effect of Depth of Desiccation Cracks on Earth Embankments

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Precise observation of soil surface curling

# publications[].label
A constitutive mechanical model for gas hydrate bearing sediments incorporating inelastic mechanisms

# publications[].label
Exploring desiccation cracks in soils using a 2D profile laser device

# publications[].label
A double structure generalized plasticity model for expansive materials

# publications[].label
A geomechanical model for gas hydrate-bearing sediments

# publications[].label
THM and reactive transport analysis of expansive clay barrier in radioactive waste isolation

# publications[].label
Behaviour of a bentonite barrier in the laboratory: Experimental results up to 8 years and numerical simulation

# publications[].label
Coupled hydromechanical analysis of an underground compressed air energy storage facility in sandstone

# publications[].label
Generalised elasto-plastic stress-strain relations of a fully coupled hydro- mechanical model

# publications[].label
Homogenization in clay barriers and seals: Two case studies

# publications[].label
An adaptive concurrent multiscale model for concrete based on coupling finite elements

# publications[].label
Probabilistic Study of Rainfall-Triggered Instabilities in Randomly Heterogeneous Unsaturated Finite Slopes

# publications[].label
Formulation of a three-dimensional constitutive model for unsaturated soils incorporating mechanical-water retention couplings

# publications[].label
Energy geostructures: A review of analysis approaches, in situ testing and model scale experiments

# publications[].label
On the use of high aspect ratio finite elements to model hydraulic fracturing in deformable porous media

# publications[].label
Experimental studies on curling development of artificial soils

# publications[].label
Creep Behavior of Soil Nails in High Plasticity Clay under Various Load Level

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Geological Storage of High Level Nuclear Waste

# publications[].label
Modelling 3D desiccation cracking in clayey soils using a size-dependent SPH computational approach

# publications[].label
Power Law Model to Predict Creep Movement and Creep Failure

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Coupled modeling of gas hydrate bearing sediments

# publications[].label
Evaluation of models for laterally loaded piles

# publications[].label
An orthotropic interface damage model for simulating drying processes in soils

# publications[].label
Behaviour of compacted silt used to construct flood embankment

# publications[].label
Stability and failure mass of unsaturated heterogeneous slopes

# publications[].label
Hydromechanical behaviour of a heterogeneous compacted soil: experimental observations and modelling

# publications[].label
Characteristics of failure mass and safety factor during rainfall of an unsaturated slope

# publications[].label
Characterisation, mechanical and microstructural behaviour of an unsaturated silt

# publications[].label
Energy geotechnics: Advances in subsurface energy recovery, storage, exchange, and waste management

# publications[].label
Problems Associated with Railroads on Shrink-Swell Soils

# publications[].label
A chemo-mechanical constitutive model accounting for cation exchange in expansive clays

# publications[].label
Unsaturated flow of unfrozen water in frozen soils

# publications[].label
THM analysis of a large-scale heating test incorporating material fabric changes

# publications[].label
Behavior of railroads on shrink-swell soils

# publications[].label
Bentonite THM behaviour at high temperatures: experimental and numerical analysis

# publications[].label
Study of a Natural Unsaturated Clay and Its Effect on Railroads

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Analysis of unsaturated materials hydration incorporating the effect of thermo-osmotic flow

# publications[].label
Themed Issue on Selected Papers SEG2015  Part I

# publications[].label
Themed Issue on Selected Papers SEG2015  Part II

# publications[].label
Effect of thermo-coupled processes on the behaviour of a clay barrier submitted to heating and hydration.

# publications[].label
Modeling 3-D desiccation soil crack networks using a mesh fragmentation technique

# publications[].label
Coupled THMC modeling of unsaturated swelling clays: Constitutive formulation and boundary value problems

# publications[].label
Thermal cone test to determine soil thermal properties

# publications[].label
Generalised elasto-plastic stress-strain and modified suction-degree of saturation relations of a fully coupled model

# publications[].label
Thermal performance and economic study of an energy piles system under cooling dominated conditions

# publications[].label
Mechanisms of rainfall induced differential settlements in unsaturated heterogeneous foundations

# publications[].label
Unification of plastic compression in a coupled mechanical and water retention model for unsaturated soils

# publications[].label
Editorial: XV Pan-American Conference: Selected papers on energy geotechnics

# publications[].label
Coupled hydro-mechanical fault reactivation analysis incorporating evidence theory for uncertainty quantification

# publications[].label
Salient comments from an expert panel on energy geotechnics

# publications[].label
Mechanical behaviour of heavily compacted bentonite under high suction changes

# publications[].label
On constitutive modelling of unsaturated soils

# publications[].label
Mechanical behaviour of heavily compacted bentonite under high suction changes

# publications[].label
Experimental and numerical analysis of desiccation of a mining waste

# publications[].label
An experimental study on the compaction and collapsible behaviour of a flood defence embankment fill

# publications[].label
Rainfall-induced differential settlements of foundations on heterogeneous unsaturated soils

# publications[].label
Coupled Numerical Modeling of Gas HydrateBearing Sediments: From Laboratory to FieldScale Analyses

# publications[].label
An elastoplastic mechanical constitutive model for microbially mediated cemented soils

# publications[].label
Hydro-mechanical coupled modeling of hydraulic fracturing using the mesh fragmentation technique

# publications[].label
Mechanical behavior of an unsaturated clayey silt: an experimental and constitutive modelling study

# publications[].label
Field Measurements on Geothermal Foundations

# publications[].publisher
American Society of Civil Engineers (ASCE)

# publications[].label
Thermo-mechanical behavior of energy piles in high plasticity clays

# researcherOn[].label
THCM Coupled Model For Hydrate-Bearing Sediments: Data Analysis and Design of New Field Experiments (Marine and Permafrost Settings)

# researcherOn[].awardedBy.label
United States Department of Energy - (Washington D.C., District of Columbia, United States)

# researcherOn[].label
Impact of Coupled Gas Migration and Thermo-Hydro-Mechanical Processes on the Performance of Repositories for High Level Nuclear Waste

# researcherOn[].awardedBy.label
United States Department of Energy - (Washington D.C., District of Columbia, United States)

# streetAddress
Texas A&M University; Civil Engineering; 3136 TAMU

# organizations[]
Texas A&M Engineering Experiment Station (TEES)

# schools[]
Texas A&M Engineering Experiment Station (TEES)