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SGI Research Group
Welcome to Sustainable Geotransportation\Geoenvironmental Infrastructure (SGI) Research Group
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RESEARCH
Laboratory Projects
Recycled Concrete-Highway Systems
Recycled Asphalt In Situ Testing-Highway Systems
Aggragate Particle Shape-Highway Systems
Micro Deval Tests-Highway Systems
Bio-Mediated-Highway Systems
Facing Connection-ERS
Recycled Concrete MSE Wall-ERS
Tactilus Cell Instrumentation-ERS
Landslide Damage-Natural Hazards
Hurricane Scour Damage-Natural Hazards
Levee Erosion-Natural Hazards
Durability-Building Stones
Liner Systems for Aggressive Coal Combustion Product Leachates
Wetlands as a Means of Natural Defense against Storm Surges
Effects of Cross-Anisotropy Within Frictional Materials to Shear Strength As Defined by Single Hardening Constitutive Model
Numerical model to predict the hydraulic conductivity of geosynthetic liner systems
Stabilization of Foundation Soils in Roadway Systems with Geosynthetics
Liner Systems for Municipal Solid Landfill Waste under Elevated Temperatures
Subsurface Transport Phenomenon of PFAS
Evaluation of Hydraulic Conductivity of Sodium Bentonite GCL Overlaps to Saline Solutions
Constitutive Modeling of Cross-Anisotropy in Frictional Soils
Behavior of Expanded Polystyrene (EPS) Inclusion at Integral Abutment Bridges
Elevated Temperature Landfill Reactions and Triggering Mechanisms
Elevated Temperature Landfill Reactions and Triggering Mechanisms
Evaluating the Compatibility of PVC Coated Geogrid to be Used in MSE Structures that Contain Recycled Concrete Aggregate
Failure mechanisms of bentonite-polymer geosynthetic clay liner and geomembrane composite systems
Service life prediction of co-extruded geomembranes with an ethylene vinyl-alcohol (EVOH) layer
Field Projects
GRS-IBS Reinforcement Spacing-ERS
Recycled Asphalt-Highway Systems
Assessment of Service Life of Salt Water Detention Ponds
Field Performance of Drainage Systems in Highways with RCA Base Course
LABORATORIES
SPONSORS
PUBLICATIONS
Burak Tanyu
Kuo Tian
OPPORTUNITIES
Effects of Cross-Anisotropy Within Frictional Materials to Shear Strength As Defined by Single Hardening Constitutive Model
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