All Stories

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