All Stories

  1. A stabilised semi-implicit double-point material point method for soil–water coupled problems
  2. Numerical Analysis of Jacked and Impact-Driven Pile Installation Procedures in Offshore Wind Turbine Foundations
  3. Application of the material point method (MPM) to characterise the impact forces of granular landslides on rigid obstacles
  4. Pseudo-static approach for slope stability analysis within a stochastic probabilistic framework for moderate earthquakes
  5. Installation of open-ended piles: A numerical investigation into the effects on the state of silica sand
  6. Sediment Transport Capacity in a Gravel-Bed River with a Sandy Tributary
  7. An implicit locking‐free B‐spline Material Point Method for large strain geotechnical modelling
  8. Numerical study on the effects of scour on monopile foundations for Offshore Wind Turbines: The case of Robin Rigg wind farm
  9. A signal-processing approach to assess viscous-damper absorbing boundary conditions for dry and saturated soils in time domain dynamic problems
  10. Spatial Variability of Input Motion in Stochastic Slope Stability
  11. Stochastic Slope Stability Analysis: Exploring the Uncertainty of Input Motion
  12. Unsaturated Geomechanical and Physicochemical Characterisation of Soils Used for Adobe Blocks
  13. Eigendegradation Algorithm Applied to Visco-Plastic Weak Layers
  14. Numerical Simulations of the Monotonic and Cyclic Behaviour of Offshore Wind Turbine Monopile Foundations in Clayey Soils
  15. Experimental evaluation of kaolin stabilised with class F fly ash
  16. Effect of polymer emulsion on the bearing capacity of aeolian sand under extreme confinement conditions
  17. Exploring the Effect of Different Team Compositions on Team Motivation, Student Satisfaction and Performance in Team Practical Activities
  18. Optimal transportation meshfree method in geotechnical engineering problems under large deformation regime
  19. Effect of fly ash on the bearing capacity of stabilised fine sand
  20. Improvement of the bearing capacity of confined and unconfined cement-stabilized aeolian sand
  21. Effect of class F fly ash on fine sand compaction through soil stabilization
  22. Numerical Methods for SSI Analysis of Offshore Wind Turbine Foundations
  23. Dynamic consolidation problems in saturated soils solved through u–w formulation in a LME meshfree framework
  24. Historical earthquake parameters by geological and seismic site analysis: the 1908 Cerbón earthquake (Spain)
  25. Meshfree Methods Applied to Consolidation Problems in Saturated Soils
  26. B-bar based algorithm applied to meshfree numerical schemes to solve unconfined seepage problems through porous media
  27. Improving Civil Engineering Education: Transportation Geotechnics Taught through Project-Based Learning Methodologies
  28. Frequency-Domain Assessment of Integration Schemes for Earthquake Engineering Problems
  29. Aeolian sands: Characterization, options of improvement and possible employment in construction – The State-of-the-art
  30. Numerical modeling on vibroflotation soil improvement techniques using a densification constitutive law
  31. Numerical modelling on vibroflotation soil improvement techniques using the endochronic constitutive law for sands
  32. Generalized unconfined seepage flow model using displacement based formulation
  33. Displacement based coupled model for unconfined seepage problems applied to the Gasset Dam (Ciudad Real, Spain)
  34. A methodology based on a transfer function criterion to evaluate time integration algorithms
  35. Drained cyclic behaviour of loose Dogs Bay sand
  36. Changing impermeability boundary conditions to obtain free surfaces in unconfined seepage problems
  37. 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
  38. Numerical modelling of dynamic consolidation on granular soils
  39. Improved 1-D modelling in compound meandering channels with vegetated floodplains
  40. Performance of heterogeneous earthfill dams under earthquakes: optimal location of the impervious core
  41. Validation of a new endochronic liquefaction model for granular soil by using centrifuge test data
  42. Endochronic-Based Approach to the Failure of the Lower San Fernando Dam in 1971
  43. Back-analysis of liquefaction in the 2006 Mozambique earthquake
  44. Identification of failure mechanisms of road embankments due to liquefaction: optimal corrective measures at seismic sites
  45. Generalized densification law for dry sand subjected to dynamic loading
  46. Liquefaction and cyclic mobility model for saturated granular media
  47. Uso de modelos uni- y bidimensionales en llanuras de inundación. Aplicación al caso del río Tajo en Talavera de la Reina