All Stories

  1. Tensile Behavior of a Fiber-Reinforced Stabilized Soil—Cyclic Loading Frequency Study
  2. A Review of Persistent Soil Contaminants: Assessment and Remediation Strategies
  3. Effect of the cyclic loading on the yield surface of a chemically stabilised soil
  4. Análise indireta do efeito da sucção em ensaios UCS cíclicos de um solo estabilizado e reforçado com fibras
  5. The effect of biopolymer stabilisation on biostimulated or bioaugmented mine residue for potential technosol production
  6. Sustainability in Geotechnics
  7. Study on the Yield Surface of a Fibre-Reinforced Stabilised Soil – Effect of the Number of Loading Cycles
  8. Effect of multiwall carbon nanotubes and surfactants characteristics on immobilization of heavy metals in contaminated soils
  9. Using the shakedown theory to study the cyclic behaviour of an unreinforced and fibre-reinforced stabilized soft soil
  10. Effect of the Number of Loading Cycles on the Behavior of a Stabilized Fiber-Reinforced Soft Soil: Energy Evaluation
  11. Enhancing the Strength of Mine Residue Soil by Bioremediation Combined with Biopolymers
  12. An Experimental Design Methodology to Evaluate the Key Parameters on Dispersion of Carbon Nanotubes Applied in Soil Stabilization
  13. Closure to “Effect of Cyclic Loading Frequency on the Behavior of a Stabilized Sand Reinforced with Polypropylene and Sisal Fibers” by Paulo J. Venda Oliveira, Guilherme R. Anunciação, and António A. S. Correia
  14. Prediction of Elastic Modulus for Fibre-Reinforced Soil-Cement Mixtures: A Machine Learning Approach
  15. Trends and Prospects in Geotechnics
  16. Reduced-scale geosynthetics retaining walls: deformation prediction by an expedited method
  17. Effect of Cyclic Loading Frequency on the Behavior of a Stabilized Sand Reinforced with Polypropylene and Sisal Fibers
  18. Characterization of dredged sediments of Bouhanifia dam: potential use as a raw material
  19. Key-Parameters in Chemical Stabilization of Soils with Multiwall Carbon Nanotubes
  20. Soil-Cement Mixtures Reinforced with Fibers: A Data-Driven Approach for Mechanical Properties Prediction
  21. Heavy Metals Removal from Aqueous Solutions by Multiwall Carbon Nanotubes: Effect of MWCNTs Dispersion
  22. Comportamento de solos estabilizados quimicamente e reforçados com fibras sob ações monotónicas e cíclicas
  23. Immobilization of Heavy Metals in Contaminated Soils—Performance Assessment in Conditions Similar to a Real Scenario
  24. Advanced Predictive Modelling applied to the Chemical Stabilization of Soft Soils
  25. Previsão da resistência à compressão não confinada de misturas solo-cimento por aplicação de técnicas de inteligência artificial
  26. Numerical prediction of the creep behaviour of an embankment built on soft soils subjected to preloading
  27. A novel approach based on soft computing techniques for unconfined compression strength prediction of soil cement mixtures
  28. Data mining approach for unconfined compression strength prediction of laboratory soil cement mixtures
  29. 2nd Seminar on Transportation Geotechnics, Soil Improvement Challenges on Alluvial Zones
  30. 2nd Seminar on Transportation Geotechnics, Soil Improvement Challenges on Alluvial Zones, Presentations, Volume 1
  31. 2nd Seminar on Transportation Geotechnics, Soil Improvement Challenges on Alluvial Zones, Presentations, Volume 2
  32. 2nd Seminar on Transportation Geotechnics, Soil Improvement Challenges on Alluvial Zones, Presentations, Volume 3
  33. Effect of the type of soil on the cyclic behaviour of chemically stabilised soils unreinforced and reinforced with polypropylene fibres
  34. Prediction of the unconfined compressive strength of stabilised soils
  35. 1st Seminar on Transportation Geotechnics, Improvement, Reinforcement and Rehabilitation of Transportation Infrastructures
  36. Economia Circular em Geotecnia Ambiental - Apresentações eBook
  37. Economia Circular em Geotecnia Ambiental - Resumos Alargados eBook
  38. Numerical modelling of the effect of curing time on the creep behaviour of a chemically stabilised soft soil
  39. Effect of organic matter in soft soils on the effectiveness of preloading for foundations
  40. Strength of a stabilised soil reinforced with steel fibres
  41. Numerical prediction of the creep behaviour of an unstabilised and a chemically stabilised soft soil
  42. Application of carbon nanotubes to immobilize heavy metals in contaminated soils
  43. Effect of cyclic loading on the behaviour of a chemically stabilised soft soil reinforced with steel fibres
  44. Effect of fibre type on the compressive and tensile strength of a soft soil chemically stabilised
  45. Nanotechnology Applied to Chemical Soil Stabilization
  46. A Data-driven Approach for qu Prediction of Laboratory Soil-cement Mixtures
  47. Surfactants for dispersion of carbon nanotubes applied in soil stabilization
  48. Applicability of molding procedures in laboratory mix tests for quality control and assurance of the deep mixing method
  49. Effect of polypropylene fibres on the compressive and tensile strength of a soft soil, artificially stabilised with binders
  50. Applying Multiwall Carbon Nanotubes for Soil Stabilization
  51. Effect of Organic Matter Content and Binder Quantity on the Uniaxial Creep Behavior of an Artificially Stabilized Soil
  52. Mitigation of creep deformations by preloading: laboratory study
  53. Effect of Stress Level and Binder Composition on Secondary Compression of an Artificially Stabilized Soil
  54. Compressibility Characteristics of a Soft Soil Stabilized by Deep Mixing - Volumetric Creep Deformations
  55. Parametric Study of an Embankment Built on Soft Soil Reinforced with Deep Mixing Columns
  56. Effect of Organic Matter Content and Curing Conditions on the Creep Behavior of an Artificially Stabilized Soil
  57. Design of Brick-Faced Retaining Walls Reinforced with Geotextiles: Face Deformation
  58. Design of brick-faced retaining walls reinforced with geotextiles
  59. Numerical analysis of an embankment built on soft soil reinforced with deep mixing columns: Parametric study
  60. Face Deformation of Masonry Retaining Walls Reinforced with Geotextiles