All Stories

  1. Dilatant Failure States for Drained Triaxial Compression of Some Geomaterials
  2. How particle shape affects the critical state, triggering of instability and dilatancy of granular materials – results from a DEM study
  3. Stress–Dilatancy Behavior of Alluvial Sands
  4. Natural state parameter for sand
  5. Stress–Strain Behavior of Crushed Concrete as a Special Anthropogenic Soil
  6. Stress–dilatancy behaviour of remoulded Fujinomori clay
  7. Stress–Dilatancy Behaviourof Fibre-Reinforced Sand
  8. The Stress−Dilatancy Behaviour of Artificially Bonded Soils
  9. Stress-dilatancy relationship of sand-rubber mixtures
  10. Dilatant Nature of Sand Shear Strength
  11. Stress–Dilatancy Relationship of Erksak Sand under Drained Triaxial Compression
  12. Discussion of “Effect of Particle Shape on Stress-Dilatancy Responses of Medium-Dense Sands” by Yang Xiao, Leihang Long, T. Matthew Evans, Hai Zhou, Hanlong Liu, and Armin W. Stuedlein
  13. Direct Shear Test for Coarse Granular Soil
  14. Influence of Solar Activity on Total Annual Precipitation
  15. Stress-Dilatancy of Rounded and Angular Rockfill Materials
  16. Stress-strain behaviour of Toyoura sand in undrained triaxial compression
  17. Stress–dilatancy relationship for railway ballast
  18. Stress–Dilatancy For Crushed Latite Basalt
  19. Pullout Capacity Of Cylindrical Block Embedded In Sand
  20. Rate effect on the shear resistance of sandy clay in direct shear tests
  21. Natural State Parameter for Sand
  22. Influence of Dilation on the Strength of Sand – Steel Interfaces
  23. Wzmacnianie słabego podłoża kolumnami GEC
  24. Hydrometer analysis in response to the theory, PKN-CEN ISO/TS 17892-4 and PN-88/B-04481
  25. Viscosity of sodium pyrophosphate and sodium hexametaphosphate solutions in distilled water
  26. Density of sodium pyrophosphate and sodium hexametaphosphate solutions in water
  27. Predicting the Coefficient of Permeability of Non-Plastic Soils