All Stories

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