All Stories

  1. DEM-Based Investigation of Joint Effects on Projectile Penetration in Rock Mass
  2. Assessing the Dynamic Strength of Slate Foliation: Shaking-Table Tests and DEM Implementation
  3. Exploring failure evolution of anti-dip slate slope using centrifuge test and discrete element method
  4. Evaluating the anisotropic thermal–mechanical coupling strength of slate: A discrete element method approach
  5. An Anisotropic Thermal–Mechanical Coupling Failure Criterion for Slate
  6. Evaluating the Effect of Grouting on the Strength of Foliation of Metamorphic Rocks
  7. Assessing the impact of rockfall on the retaining structures of a mountain road: a case study in Taiwan
  8. Evaluating the Effect of Anisotropy on Hydraulic Stimulation in a Slate Geothermal Reservoir
  9. Exploring Effect of Microproperties on Shear Strength of Rock Joints through Physical and Numerical Modeling
  10. A failure criterion for foliation and its application for strength estimation of foliated metamorphic rock
  11. Evaluating the Hydraulic Conductivity of Dense Nonaqueous Phase Liquid in a Single Fracture of Rock-like Material
  12. Evaluating coupled hydromechanical behavior of anisotropic rock mass using DEM
  13. Evaluating Influence of Microscopic Properties on Mechanical Behavior of Gravelly Soils by Using Discrete-Element Method
  14. Simulating flow in rock joints using a particulate interface model of a discrete element method
  15. Failure mechanism of a mudstone slope embedded with steep anti-dip layered sandstones: case of the 2016 Yanchao catastrophic landslide in Taiwan
  16. DEM simulation of planar sliding using a particulate interface model considering velocity-dependent friction
  17. Simulating interface characteristics by using a particulate interface model of a discrete element method
  18. Spatial characteristics of rock joint profile roughness and mechanical behavior of a randomly generated rock joint
  19. Discrete element simulation of the dynamic response of a dip slope under shaking table tests
  20. Dynamic response of a dip slope with multi-slip planes revealed by shaking table tests
  21. Landscape evolution characteristics of large-scale erosion and landslides at the Putanpunas Stream, Taiwan
  22. Tensile strength of rock
  23. A Constitutive Model of Sandstone Considering the Post Peak Behavior
  24. Modeling Roughness Effect of Joint Using Rough-Joint Model
  25. Modeling scale effects on consequent slope deformation by centrifuge model tests and the discrete elementmethod
  26. Modeling rock joint behavior using a rough-joint model
  27. Characterization of clastic rock using a biconcave bond model of DEM
  28. Identification of deformation and failure characteristics in cataclinal slopes using physical modeling
  29. Long-term mechanical stability of cemented incineration bottom ash
  30. Deformation analysis of tunnel excavation in gravelly formation using the anisotropic degradation model
  31. Levee reliability analyses for various flood return periods – a case study in southern Taiwan
  32. Gravitational deformation mechanisms of slate slopes revealed by model tests and discrete element analysis
  33. Exploring the Evolution of Lateral Earth Pressure using the Distinct Element Method
  34. Measuring the in situ deformation of retaining walls by the digital image correlation method
  35. Levee failure mechanisms during the extreme rainfall event: a case study in Southern Taiwan
  36. Modeling the anisotropic behavior of jointed rock mass using a modified smooth-joint model
  37. A Generalized Plasticity-Based Model for Sandstone Considering Time-Dependent Behavior and Wetting Deterioration
  38. Elastoplastic Deformation Characteristics of Gravelly Soils
  39. Effect of incinerator bottom-ash composition on the mechanical behavior of backfill material
  40. Relationship between the deformation characteristics and microscopic properties of sandstone explored by the bonded-particle model
  41. Modeling the behavior of sandstone based on generalized plasticity concept
  42. Modeling Particle Rolling Behavior by the Modified Eccentric Circle Model of DEM
  43. Evaluating triggering and causative factors of landslides in Lawnon River Basin, Taiwan
  44. An associated elastic–viscoplastic constitutive model for sandstone involving shear-induced volumetric deformation
  45. A simple model for geo‐materials involving shear‐induced anisotropic degradation
  46. Mechanical properties of incineration bottom ash: The influence of composite species
  47. Numerical modeling of tunnel excavation in weak sandstone using a time-dependent anisotropic degradation model
  48. A constitutive model for gravelly soils considering shear-induced volumetric deformation
  49. Microscopic characteristics of problematic tertiary sandstone as revealed by grain-wide local deformation
  50. A simple model for stress-induced anisotropic softening of weak sandstones
  51. Time-dependent deformation behaviors of weak sandstones
  52. Characterizing the deformation behavior of Tertiary sandstones
  53. Influence of petrographic parameters on geotechnical properties of tertiary sandstones from Taiwan
  54. Deformational characteristics of weak sandstone and impact to tunnel deformation