All Stories

  1. Numerical Simulations of the Monotonic and Cyclic Behaviour of Offshore Wind Turbine Monopile Foundations in Clayey Soils
  2. Experimental evaluation of kaolin stabilised with class F fly ash
  3. Effect of polymer emulsion on the bearing capacity of aeolian sand under extreme confinement conditions
  4. Exploring the Effect of Different Team Compositions on Team Motivation, Student Satisfaction and Performance in Team Practical Activities
  5. Optimal transportation meshfree method in geotechnical engineering problems under large deformation regime
  6. Effect of fly ash on the bearing capacity of stabilised fine sand
  7. Improvement of the bearing capacity of confined and unconfined cement-stabilized aeolian sand
  8. Effect of class F fly ash on fine sand compaction through soil stabilization
  9. Numerical Methods for SSI Analysis of Offshore Wind Turbine Foundations
  10. Dynamic consolidation problems in saturated soils solved through u–w formulation in a LME meshfree framework
  11. Historical earthquake parameters by geological and seismic site analysis: the 1908 Cerbón earthquake (Spain)
  12. Meshfree Methods Applied to Consolidation Problems in Saturated Soils
  13. B-bar based algorithm applied to meshfree numerical schemes to solve unconfined seepage problems through porous media
  14. Improving Civil Engineering Education: Transportation Geotechnics Taught through Project-Based Learning Methodologies
  15. Frequency-Domain Assessment of Integration Schemes for Earthquake Engineering Problems
  16. Aeolian sands: Characterization, options of improvement and possible employment in construction – The State-of-the-art
  17. Numerical modeling on vibroflotation soil improvement techniques using a densification constitutive law
  18. Numerical modelling on vibroflotation soil improvement techniques using the endochronic constitutive law for sands
  19. Generalized unconfined seepage flow model using displacement based formulation
  20. Displacement based coupled model for unconfined seepage problems applied to the Gasset Dam (Ciudad Real, Spain)
  21. A methodology based on a transfer function criterion to evaluate time integration algorithms
  22. Drained cyclic behaviour of loose Dogs Bay sand
  23. Changing impermeability boundary conditions to obtain free surfaces in unconfined seepage problems
  24. Undrained monotonic and cyclic simple shear behaviour of carbonate sand. D. PORCINO, G. CARIDI and V. N. GHIONNA (2008). Géotechnique 58, No. 8, 635–644
  25. Numerical modelling of dynamic consolidation on granular soils
  26. Improved 1-D modelling in compound meandering channels with vegetated floodplains
  27. Performance of heterogeneous earthfill dams under earthquakes: optimal location of the impervious core
  28. Validation of a new endochronic liquefaction model for granular soil by using centrifuge test data
  29. Endochronic-Based Approach to the Failure of the Lower San Fernando Dam in 1971
  30. Back-analysis of liquefaction in the 2006 Mozambique earthquake
  31. Identification of failure mechanisms of road embankments due to liquefaction: optimal corrective measures at seismic sites
  32. Generalized densification law for dry sand subjected to dynamic loading
  33. Liquefaction and cyclic mobility model for saturated granular media
  34. Uso de modelos uni- y bidimensionales en llanuras de inundación. Aplicación al caso del río Tajo en Talavera de la Reina