All Stories

  1. Geotechnical laboratory testing and data interpretation for biosolids and sewage sludge
  2. Measurement, interpretation and recommended use of laboratory strength properties of fibrous peat
  3. Discussion: Soil–monopile interactions for offshore wind turbines
  4. Reducing the hydraulic erosion of sand using microbial-induced carbonate precipitation
  5. Briefing: Atterberg limits and peat
  6. Importance of environmental geotechnics
  7. Biodegradation of biosolids and specific gravity determination
  8. Piled-cruciform attachment to monopile head reduces deflection
  9. Fall-cone strength testing of municipal sludges and residues
  10. Briefing: Laboratory permeability determinations for biosolids
  11. Discussion: Measuring the plastic limit of fine soils: an experimental study
  12. Discussion: Measuring the plastic limit of fine soils: an experimental study
  13. Atterberg limits are not appropriate for peat soils
  14. Improving sand with microbial-induced carbonate precipitation
  15. Measuring the plastic limit of fine soils: an experimental study
  16. Effect of salt grain additions on fibrous peat consolidation
  17. Effective stress strength testing of peat
  18. Ground improvement by vacuum consolidation – a review
  19. Briefing: Effective-stress strength of peat in triaxial compression
  20. Development of a rig to study model pile behaviour under repeating lateral loads
  21. Characterisation and undrained strength of amorphous clay
  22. Closure to Discussion by K. Prakash and A. Sridharan of “Atterberg Limits and Remolded Shear Strength–Water Content Relationships” [Geotechnical Testing Journal, Vol. 36, No. 6, pp. 939–947]
  23. Drying temperature and water content–strength correlations
  24. The principle of effective stress and triaxial compression testing of peat
  25. Effect of decomposition on physical properties of fibrous peat
  26. Undrained shear strength–water content relationship for sewage sludge
  27. Offshore wind-turbine structures: a review
  28. Atterberg Limits and Remolded Shear Strength—Water Content Relationships
  29. Stimulated decomposition in peat for engineering applications
  30. Consolidated-Drained Triaxial Compression Testing of Peat
  31. New Method to Determine the True Water Content of Organic Soils
  32. Development of a New Hollow Cylinder Apparatus for Stress Path Measurements over a Wide Strain Range
  33. Engineering Properties of Wet-Pluviated Hollow Cylindrical Specimens