All Stories

  1. Response to discussion: Cavity expansion-based interpretation of CPTu data in clays
  2. Semi‐analytical solution for the stability of deep vertical shaft considering time‐dependent rock‐structure interaction
  3. Cylindrical cavity expansion analysis under partially drained conditions for normalisation of excess water pressure in CPTU
  4. Thermal-fluid coupled fracture behavior of fissured granite in a 3D crystal model
  5. Cavity expansion-based interpretation of piezocone penetration test (CPTu) data in clays
  6. Form and load transfer aspects of foundation systems: Case‐based implementation and adaptation for buildings
  7. Undrained cavity expansion–contraction analysis in CASM and its application for pressuremeter tests
  8. New approach for the numerical analysis of stiffened deep cement mixing columns and piles in coastal engineering through 1D elements
  9. Oscillatory responses of a spatially random seabed in the vicinity of structures: Validation and application of the integrated CFD-SFEM
  10. Coupled THMC model-based prediction of hydraulic fracture geometry and size under self-propping phase-transition fracturing
  11. The angle of repose and base stress distribution of granular piles: An experimental investigation
  12. Analytical solution for transient radial interaction between energy piles and soils: Thermo-elastic cavity expansion analysis
  13. Drained Cavity Expansion–Contraction in CASM and Its Application for Pressuremeter Tests in Sands
  14. Investigation on wave-induced responses of heterogeneous seabed around a buried pipeline based on nonstationary random field model
  15. Stability analysis of energy dissipation mechanisms in rocks surrounding circular opening
  16. A unified 2D and 3D morphology quantification and geometric parameters-driven reconstruction method for irregular particles
  17. Bearing capacity of lunar soil ground under extraterrestrial environmental effects
  18. Loading-unloading of spherical and cylindrical cavities in cohesive-frictional materials with arbitrary radially symmetric boundary conditions
  19. Analytical method for new tunnel crossing pile foundation of existing bridge: a case study
  20. Assessment of multi-dimensional joint probability distribution for uncertain mechanical strength parameters under small sample test data
  21. Discrete element modelling of thermal penetration test with heating and cooling
  22. Semi-analytical study of defective pile-beam systems under transient excitation: Implications for low-strain testing
  23. 3D DEM analysis of the bearing behavior of lunar soil simulant under different loading plates
  24. Cone penetration resistance of CUMT-1 lunar regolith simulant under magnetic-similitude lunar gravity condition
  25. Modeling footing resting on anisotropic sand using material point method
  26. Energy dissipation analysis for large-strain cylindrical cavity expansion problem in cohesive-frictional soils
  27. Physical and numerical modelling of T-CPT for mechanisms of penetration and heat transfer
  28. An undrained expansion solution of cylindrical cavity in SANICLAY for K0-consolidated clays
  29. An elastic-plastic solution for the optimal thickness of a frozen soil wall considering an interaction with the surrounding rock
  30. Analysis of Pile-Soil Interaction of Precast Pile Driven in Coastal Strata
  31. Preparation and characterization of a specialized lunar regolith simulant for use in lunar low gravity simulation
  32. Undrained cavity expansion in anisotropic soils with isotropic and frictional destructuration
  33. A modified method for morphology quantification and generation of 2D granular particles
  34. Bearing capacity of surface circular footings on granular material under low gravity fields
  35. Cavity Expansion–Contraction-Based Method for Tunnel–Soil–Pile Interaction in a Unified Clay and Sand Model: Drained Analysis
  36. Behaviour of granular matter under gravity-induced stress gradient: A two-dimensional numerical investigation
  37. Interpretation of heating and cooling data from thermal cone penetration test using a 1D numerical model and a PSO algorithm
  38. Internal rolling method for particle shape evaluation and reconstruction
  39. Loading and unloading of a thick-walled cylinder of critical-state soils: large strain analysis with applications
  40. Benchmark solutions of large-strain cavity contraction for deep tunnel convergence in geomaterials
  41. A cavity expansion–based solution for interpretation of CPTu data in soils under partially drained conditions
  42. Shakedown analysis of cavities in cohesive-frictional materials and its application to underground energy storage caverns
  43. Discussion of “Bearing Capacity of Shallow Footings in Simulated Lunar Environments Using Centrifuge Tests” by Hey-Rim Lee, Heon-Joon Park, and Dong-Soo Kim
  44. A unified critical state model for geomaterials with an application to tunnelling
  45. A supplementary analytical model for the stagnant effective thermal conductivity of low porosity granular geomaterials
  46. An Experimental Study on Triaxial Compression Tests and Cone Penetration Tests in Planetary Regolith Simulant under Low Gravity Fields
  47. Magneto-Gravity Simulation of Cone Penetration Test in Cohesionless Soil Under Small Gravity Fields
  48. An Experimental Study on Strength Characteristics of Cohesionless Soil Under Small Gravity Fields
  49. Drained cavity expansion analysis with a unified state parameter model for clay and sand
  50. A separate-ice based solution for frost heaving-induced pressure during coupled thermal-hydro-mechanical processes in freezing soils
  51. Thermal–physical properties of selected geomaterials: coal, sandstone and concrete based on basic series and parallel models
  52. Cavity Expansion Analysis for CPT in Granular Soils at Small Gravity Fields
  53. On the frost heaving-induced pressure response and its dropping power-law behaviors of freezing soils under various restraints
  54. Layered effects on soil displacement around a penetrometer
  55. Undrained cavity expansion analysis with a unified state parameter model for clay and sand
  56. Undrained Cavity-Contraction Analysis for Prediction of Soil Behavior around Tunnels
  57. Interpretation of Cone Penetration Test Data in Layered Soils Using Cavity Expansion Analysis
  58. Plasticity Solutions of an Undrained Cavity Contraction for the Prediction of Soil Behaviour around Tunnels
  59. Centrifuge modelling of cone penetration tests in layered soils
  60. Elastic‐plastic solutions for expanding cavities embedded in two different cohesive‐frictional materials