All Stories

  1. Shakedown for slab track substructures with stiffness variation
  2. Strength improvement of lime-treated clay with sodium chloride
  3. BIM Investment, Returns, and Risks in China’s AEC Industries
  4. An empirical study of perceptions towards construction and demolition waste recycling and reuse in China
  5. Editorial
  6. Effect of high temperatures on sandstone – a computed tomography scan study
  7. Shakedown solutions for pavements with materials following associated and non-associated plastic flow rules
  8. Editorial
  9. A laboratory study of anisotropic geomaterials incorporating recent micromechanical understanding
  10. Shear strength and compressibility behaviour of lime-treated organic clay
  11. Soviet experience of underground coal gasification focusing on surface subsidence
  12. Experimental investigation on the deformation characteristics of granular materials under drained rotational shear
  13. Pre-failure instability of sand under dilatancy rate controlled conditions
  14. Editorial
  15. Investigating the micro mechanics of cemented sand using DEM
  16. Simplified finite-element modelling for tunnelling-induced settlements
  17. Shakedown of Layered Pavements under Repeated Moving Loads
  18. Numerical Analysis of Piled Embankments on Soft Soils
  19. Centrifuge Modelling of the Collapse of Shaft Linings
  20. DEM of triaxial tests on crushable cemented sand
  21. Editorial
  22. Difficulties in the determination of post-liquefaction strength for sand
  23. Sample Preparation Technique for Fiber Reinforced Cemented Soils
  24. Finite element analysis of a deep excavation: A case study from the Bangkok MRT
  25. Noncoaxial Behavior of Sand under Various Stress Paths
  26. Geotechnical parameters from pressuremeter tests for MRT Blue Line extension in Bangkok
  27. Effectiveness Of Fibre And Cement In Isotropic Compression
  28. The effect of drained pre-shearing on the undrained behaviour of loose sand with a small amount of fines
  29. Discrete element modelling of a flexible membrane for triaxial testing of granular material at high pressures
  30. Modelling cemented sand using DEM
  31. Drained behaviour of cemented sand in high pressure triaxial compression tests
  32. Stiffness and strength parameters for hardening soil model of soft and stiff Bangkok clays
  33. Factors affecting pre-failure instability of sand under plane-strain conditions
  34. Instability of Loose Sand under Drained Conditions
  35. PRE-FAILURE INSTABILITY BEHAVIOR OF SAND IN STRAIN PATH TESTING UNDER PLANE-STRAIN CONDITIONS
  36. Strain Softening and Instability of Loose Sand in Plane-Strain Compression Tests
  37. New types of failure mechanisms for flowslide
  38. Drained instability of sand in plane strain
  39. Unstable behaviour of model Jamuna micaceous sand. V. N. GEORGIANNOU (2008).Géotechnique58, No. 10, 825–829
  40. Closure to “Effect of Loading Mode on Strain Softening and Instability Behavior of Sand in Plane-Strain Tests” by J. Chu and D. Wanatowski
  41. Compressibility of Changi sand in K0consolidation
  42. Discussion of “On equivalent granular void ratio and steady state behaviour of loose sand with fines”Appears in the Canadian Geotechnical Journal, 45(10): 1439–1456.
  43. Modified state parameter for characterizing static liquefaction of sand with fines
  44. Effect of Loading Mode on Strain Softening and Instability Behavior of Sand in Plane-Strain Tests
  45. Undrained behaviour of Changi sand in triaxial and plane-strain compression
  46. Strain-softening behaviour of sand in strain path testing under plane-strain conditions
  47. Effect of Specimen Preparation Method on the Stress-Strain Behavior of Sand in Plane-Strain Compression Tests
  48. Instability Conditions of Loose Sand in Plane Strain
  49. K0 of sand measured by a plane-strain apparatus
  50. Drained behaviour of Changi sand in triaxial and plane-strain compression
  51. Static liquefaction of sand in plane strain
  52. Strain softening of K0-consolidated Changi sand under plane-strain conditions
  53. Types of Flowslide Failures and Possible Failure Mechanisms