All Stories

  1. 3D numerical investigation featuring Sand Compaction Piles installed beneath shallow foundations
  2. Numerical study of Tunis soft soil improved by combined vacuum consolidation and geodrains
  3. Optimized Design of Foundations on Soft Soil Reinforced by Floating Granular Columns
  4. Liquefaction potential of reinforced soil by stone columns
  5. Stability of a Compacted Sand Slope Model Subject to Crest Load
  6. Highly heterogeneous mining waste soil characterization with 3D linear elastoplastic FEM model
  7. New Tool for the Measurement of Soils’ Shear Strength
  8. Using Compression and Swelling Indices to Characterize Expansive Soils
  9. Expansive Soils: Is It a Hidden Problem in Civil Engineering?
  10. New Approach for Characterization and Mitigation of the Swelling Phenomenon.
  11. On the determination of vane shear strength of soft soils
  12. Numerical Simulation of the Effect of Loading Angle on Initial Cracks Position Point: Application to the Brazilian Test
  13. Impact of wall movements on the location of passive Earth thrust
  14. Settlement of soft soil treated with group of floating bottom ash columns
  15. Geotechnical Characteristics of Tanjung Bin Coal Bottom Ash
  16. Numerical simulation of wet deposited Phosphogypsum embankment resting on dry deposited one
  17. Bearing capacity of foundation on soil reinforced by deep mixing columns
  18. Experimental study on a scaled test model of soil reinforced by stone columns
  19. Effective Width Rule in the Analysis of Footing on Reinforced Sand Slope
  20. Optimized Foundation Design in Geotechnical Engineering
  21. Contribution to the Study of Geotechnical Characterization and Behaviour of Tunis Soft Clay
  22. Shaft Capacity Assessment of Recharge Impulse Technology Piles
  23. Creep behavior of unsaturated cohesive soils subjected to various stress levels
  24. Ground Improvement and Earth Structures
  25. Numerical analysis of cargo liquefaction mechanism under the swell motion
  26. Effects of Densification and Stiffening on Liquefaction Risk of Reinforced Soil by Stone Columns
  27. Numerical Analysis of Liquefaction Susceptibility of Reinforced Soil with Stone Columns
  28. Application of vacuum consolidation for the improvement of Tunis soft soil
  29. Evaluation of Liquefaction Potential of New Caledonian Nickel Ores
  30. Consideration of Geosynthetic Tension in Interpretation of Data from Inclined Plane Tests
  31. Experimental study of Tunis soft soil improved by vacuum consolidation associated with geodrains
  32. Consolidation of soft clay by geodrains
  33. On settlement prediction of soft clay reinforced by a group of stone columns
  34. Experimental Study of Tunis Soft Soil Improved by Deep Mixing Column
  35. Use of Recharge Impulse Technology in Deep Foundations Set-up
  36. Numerical simulation of the behaviour of earth dam foundation against liquefaction risk.
  37. RATIONAL DESIGN OF FOUNDATIONS ON SOIL REINFORCED BY COLUMNS
  38. Study of the behavior of Tunis soft clay
  39. Assessment of observed behavior of soil reinforced by rigid inclusions
  40. Study of the Behavior of Tunis Soft Clay
  41. Numerical Behavior of Reinforced Soil by Rigid Inclusion
  42. Numerical analysis of the installation effects on the behaviour of soft clay improved by stone columns
  43. Effect of Granular-Column Installation on Excess Pore Pressure Variation during Soil Liquefaction
  44. Parametric Study of a Clayey Specimen Reinforced by a Granular Column
  45. Discussion: Prediction of stone column ultimate capacity using cavity expansion model
  46. Ultimate Bearing Capacity of a Strip Footing on Ground Reinforced by a Trench
  47. Prediction of stone column ultimate bearing capacity using expansion cavity model
  48. Experimental study for the mechanical characterization of Tunis soft soil reinforced by a group of sand columns
  49. Performance of Soft Clays Reinforced by Floating Columns
  50. Optimization of Design of Column-Reinforced Foundations
  51. Assessment of the Foundation of Tunisia Ghezala Dam
  52. Characterization of Tunisian marine sediments in Rades and Gabes harbors
  53. Ultimate Lateral Resistance of Piles in Cohesive Soil
  54. Micromechanical modelling of dry and saturated cement paste: Porosity assessment using ultrasonic waves
  55. Detecting defects in geomembranes of landfill liner systems: durable electrical method
  56. Comprehensive design of columnar reinforced foundations
  57. Observed Behaviour of Laterally Expanded Stone Column in Soft Soil
  58. Cylindrical Cavity Expansion in Elastoplastic Medium with a Variable Potential Flow
  59. Physical modeling of load transfer in reinforced soil by rigid inclusions
  60. Numerical Analysis of Elastoplastic Behavior of Stone Column Foundation
  61. Novel tool for optimised design of reinforced soils by columns
  62. Design of Columnar-Reinforced Foundations
  63. Experimental Study of Stone Columns Installation in Kaolin Clay
  64. Assessment of GCL’s Gas Permeability – An Experimental Study
  65. Detecting Defects in Geomembranes of Landfill Liner Systems—A Durable Electrical Method
  66. Reviewers
  67. Stability analysis of an embankment resting upon a column-reinforced soil
  68. Clay and Marl Formation Susceptibility in Mila Province, Algeria
  69. On settlement of stone column foundation by Priebe's method
  70. Discussion on Tunis soft soil sensitivity
  71. Limit Analysis of Rigid Foundations on Floating Columns
  72. Numerical study of bending test on compacted clay by Discrete Element Method: tensile strength determination
  73. Vibro compaction improvement of Tunisian liquefiable sands
  74. Calibration of an Elastoplastic Model for the Prediction of Stone Column Ultimate Bearing Capacity
  75. Étude expérimentale en vue d’un modèle de comportement pour la vase de Tunis
  76. A homogenization approach to estimate the ultimate bearing capacity of a stone column reinforced foundation
  77. Extreme pressure due to expanded cylindrical and spherical cavity in a limitless medium: applications in soil mechanics
  78. Improved soft clay characteristics due to stone column installation
  79. A homogenization method for estimating the bearing capacity of soils reinforced by columns
  80. Ultimate Bearing Capacity of Soft Clays Reinforced by a Group of Columns—Application to a Deep Mixing Technique
  81. Settlement prediction of foundation on soil reinforced by a group of columns
  82. Capacité portante ultime d'un sol renforcé par une tranchée
  83. Ultimate bearing capacity of soil reinforced by a trench
  84. Discussion: Bearing capacity of a foundation resting on a soil improved by a group of columns
  85. Étude expérimentale du renforcement de la vase de Tunis par colonnes de sable - Application pour la validation de la résistance en compression théorique d'une cellule composite confinée
  86. Bearing capacity of a foundation resting on a soil reinforced by a group of columns
  87. Extreme load of soils reinforced by columns: the case of an isolated column.
  88. Études expérimentale et théorique du comportement de la grave non traitée