All Stories

  1. Reliability-oriented segmentation of sublayers in geologically uncertain substrate: A case study of the Żelazny Most TSF
  2. Constant Covariance Matrix Approach in the Random Bearing Capacity Evaluation of Two-Layered Soil
  3. Bearing capacity of eccentrically loaded strip footing on spatially variable cohesive soil
  4. Random failure mechanism method for assessment of working platform bearing capacity with a linear trend in undrained shear strength
  5. The Identification of the Uncertainty in Soil Strength Parameters Based on CPTu Measurements and Random Fields
  6. Probabilistic analysis of the diaphragm wall using the hardening soil-small (HSs) model
  7. Identification of soil types and their arrangement in overburden heaps using the deconvolution approach and CPTu tests results
  8. 3D bearing capacity probabilistic analyses of footings on spatially variable c–φ soil
  9. Reliability analysis of sheet pile wall in spatially variable soil including CPTu test results
  10. Probabilistic Analysis of a Diaphragm Wall in Spatially Variable Soil
  11. Probabilistic Bearing Capacity Evaluation for Two-Layered Soil
  12. Identification of Anisotropic Criteria for Stratified Soil Based on Triaxial Tests Results
  13. Identification of Microstructural Properties of Shale by Combined Use of X-Ray Micro-CT and Nanoindentation Tests
  14. Estimation of spatial variability of lignite mine dumping ground soil properties using CPTu results
  15. Random analysis of bearing capacity of square footing using the LAS procedure
  16. Failure Criterion for Brick Masonry: A Micro-Mechanics Approach
  17. Evaluation of Bearing Capacity of Strip Footing Using Random Layers Concept
  18. Reliability Analysis of Bearing Capacity of Square Footing on Soil with Strength Anisotropy Due to Layered Microstructure
  19. Limit states for brick masonry based on homogenization approach