All Stories

  1. Preliminary Experiences in Determining the Soil–Water Characteristic Curve of a Sandy Soil Using Physical Slope Modeling
  2. An approach to calibrate the unsaturated hydraulic properties of a soil through numerical modelling of a small-scale slope model exposed to rainfall
  3. Determination of the Soil-Water Characteristic Curve of the Soil by Physical Modelling Tests
  4. Fines Content Influence on the Dynamic Slope Behavior in Small-Scale Physical Models
  5. Influence of Precipitation and Soil Conditions on the Krbavčići Landslide Reactivation (Istria Peninsula, Croatia)
  6. Physical Modelling of Rainfall-Induced Sandy and Clay-Like Slope Failures
  7. Prednosti korištenja 3D numeričkih modela u projektiranju tunela
  8. The Use of Soil Moisture and Pore-Water Pressure Sensors for the Interpretation of Landslide Behavior in Small-Scale Physical Models
  9. Evaluation of Hydrological Rainfall Loss Methods Using Small-Scale Physical Landslide Model
  10. The influence of the rainfall data temporal resolution on the results of numerical modelling of landslide reactivation in flysch slope
  11. Importance of the unsaturated zone in landslide reactivation on flysch slopes: observations from Valići Landslide, Croatia
  12. Monitoring and Data Analysis in Small-Scale Landslide Physical Model
  13. Hydro-mechanical properties of unsaturated residual soil from a flysch rock mass
  14. Determination of Uniaxial Compressive Strength of Limestone
  15. Impact of the wetting process on the hydro-mechanical behavior of unsaturated residual soil from flysch rock mass: preliminary results
  16. Soil-Water Characteristic Curve of Residual Soil from Flysch
  17. Landslide Risk Reduction in Croatia: Scientific Research in the Framework of the WCoE 2014–2017, IPL-173, IPL-184, ICL ABN
  18. Preliminary Investigations and Numerical Simulations of a Landslide Reactivation
  19. Analysis of a historical landslide in the Rječina River Valley, Croatia
  20. A Landslide Monitoring and Early Warning System Using Integration of GPS, TPS and Conventional Geotechnical Monitoring Methods