All Stories

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