Design & Modeling Track

Design & Modeling
While we are committed to keeping this schedule the same, rooms and times may be subject to change please check the final schedule on site.

Room: Cowrie 2

Session Chair: Stan Boyle | Co-Chair: John McCartney

  • Effect of spatial variability and cross-correlation of soil properties on probability of failure of unreinforced and geosynthetic reinforced slopes using a limit equilibrium methodSina Javankhoshdel
  • Seepage and Stability Analysis of a Small Earth Dam with Geomembranes Under Static and Dynamic LoadingNaji Khoury
  • Development of Equipment (E-LLGs) For Monitoring Time-Dependent Behavior of an Embankment on Soft GroundAbrahams Mwasha
  • Three-Dimensional Finite Element Modeling of Geocell-Reinforced Base Courses in Flexible Pavement StructuresCesar Tirado
  • Seismic Behavior of Mechanically Stabilized Earth Walls with Geogrid as Reinforcement by Finite Element MethodCecilia Torres
  • Optimized Reinforcement Application for Geosynthetic Reinforced Soil structures Supporting Surcharge LoadingYonggui Xie

Room: Cowrie 2

Session Chair: Dhani Narejo | Co-Chair: Sven Schroer

  • Centrifugal Modeling of Gabion Facing Geosynthetic Reinforced Soil Retaining WallsHoe Ling
  • Procedures to Model Assemblies Made of Geotubes Using PlaxisThayza Teixeira
  • Numerical Analysis of a Unit Cell from Geosynthetic-reinforced and Pile-supported Embankments using FLAC and PLAXISYan Yu
  • Parametric Study of Geosynthetic-Reinforced Soil Bridge Abutments using Different Reinforcement ParametersYewei Zheng

Room: Cowrie 2

Session Chair: Bob Mackey | Co-Chair: Christina Vulova

  • Design of Geogrid Pullout with a Nonlinear Interaction ModelFelix Jacobs
  • Global Failure of Stone Column Supported EmbankmentSunil Mohapatra
  • Numberical Analyses on Behavior of Buried Pipe Lines with EPS Geofoam Inclusion Over Pipe in Stone Dust FillMaheboobsab Nadaf
  • Increase of undrained resistance of saturated soil through the preconsolidation pressure after primary consolidationPetrucio Santos
  • Reliability design of basal reinforcement compare to traditional methodsEdoardo Zannoni
  • Develop Flexible Pavement Design Aide Counting Geogrid Effect by Using Parametrical Study and Optimization ProcedureCharlie Sun