Cited by
1. Particle crushing and critical state surface of porous granular materials derived from artificial pumice
2. Small-strain stiffness anisotropy of soils subjected to internal erosion
3. A breakage-based discrete element study of stress relaxation in quartz sands
4. Hydrological and mechanical behavior of granular materials subjected to internal erosion: A review
5. Investigation on the mechanism of size effect on suffusion via CFD-DEM simulations
6. Effects of fine content on the mechanical properties and breakage behavior of gap-graded coral sand
7. Insights into the mechanics of uncemented and lightly cemented compacted iron ore tailings under high confining pressures
8. Particle breakage characteristics and grading evolution of calcareous sand under various stress paths
9. The Role of Fabric, Stress History, Mineralogy, and Particle Morphology on the Triaxial Behavior of Nontextbook Geomaterials
10. Reliability analysis of high core rockfill dam against seepage failure considering spatial variability of hydraulic parameters
11. Determination of critical state line (CSL) for silty-sandy iron ore tailings subjected to low-high confining pressures
12. On the mechanics of filtered compacted consolidated and overconsolidated iron ore tailings at high pressures
13. Comparison Behaviour of Dune Sand with Reference Sands Using Direct Shear Tests
14. A study on the cyclic shear and particle breakage characteristics of the interface between steel and calcareous sand
15. Modeling crushable soils incorporating density effects via coordination number
16. Investigation on the mechanism of size effect on suffusion via CFD-DEM simulations
17. Breakage critical state of gravels with different gradings. Part I: Experimental results
18. A framework for coupled hydro-mechanical continuous modelling of gap-graded granular soils subjected to suffusion
19. A CFD–DEM study on the suffusion and shear behaviors of gap-graded soils under stress anisotropy
20. Research on representation of particle size distribution for standard sands
21. Identifying the parameters of a hydro-mechanical model for internal erosion occurring in granular soils by using an enhanced backtracking search algorithm
22. Torque-Transferring Characteristics of Offshore Tetrapod Piled Jacket Foundations in Dense Sand
23. Keynote lecture. Constitutive modelling of phase transitions in granular soils
24. Particle-scale observation of seepage flow in granular soils using PIV and CFD
25. Phase transition in monodisperse granular materials: How to model it by using a strain hardening visco‐elastic‐plastic constitutive relationship
26. Influence of density on the post-suffusion behavior of gap-graded sand with fines
27. Bagnold velocity profile for steady-state dense granular chute flow with base slip
28. On compression behavior and particle breakage of carbonate silty sands
29. Piping of silty sand tailings through a circular geomembrane hole
30. Microscopic mechanism and analytical modeling of seepage-induced erosion in bimodal soils
31. Simplified Procedure to Identify the Critical State Line of Crushable Rockfills
32. Microscopic mechanism of particle detachment in granular materials subjected to suffusion in anisotropic stress states
33. Investigation of Instabilities in Granular Media and Their Numerical Simulation
34. A contact model for rough crushable sand
35. Steady-state similarity velocity profiles for dense granular flow down inclined chutes
36. On Inception of Instabilities in Granular Media Across Length-Scales with Flexible Boundaries
37. Mechanical behaviour of granular media in flexible boundary plane strain conditions: experiment and level-set discrete element modelling
38. Revisiting Hardin’s parameters for the quantification of particle breakage – A statistical entropy approach
39. The role of fines on internal instability and its impact on undrained mechanical response of gap-graded soils
40. The influence of particle shape and mineralogy on the particle strength, breakage and compressibility
41. Soil Deformations Induced by Particle Removal under Complex Stress States
42. Perturbation Intensity and Mesh Convergence in Coupled Undrained Instability Analysis in Sands under Biaxial Loading
43. Suffusion-Induced Evolution of Mechanical and Microstructural Properties of Gap-Graded Soils Using CFD-DEM
44. Dilatancy and Critical State of Calcareous Sand Incorporating Particle Breakage
45. Grain crushing in geoscience materials–Key issues on crushing response, measurement and modeling: Review and preface
46. Hydromechanical modeling of granular soils considering internal erosion
47. An Experimental Study on the Effect of Soil-Structure Interface on the Occurrence of Internal Erosion
48. Constitutive Relations of Saturated Soils: An Overview
49. Acoustic emission monitoring of crushing of an analogue granular material
50. Effects of particle breakage and stress reversal on the behaviour of sand around displacement piles
51. Micromechanical inspection of incremental behaviour of crushable soils
52. Soil Deformation and Mechanical Behavior Induced by Internal Erosion under Complex Stress States
53. Weathering-induced deformation of crushed weak rocks and its countermeasure
54. Grading evolution and critical state in a discrete numerical model of Fontainebleau sand
55. Particle shape factors and fractal dimension after large shear strains in carbonate sand
56. A reference state curve to define the state of soils over a wide range of pressures and densities
57. A Breakage Matrix Model for Calcareous Sands Subjected to One-Dimensional Compression
58. 3D Elastoplastic Model for Crushable Soils with Explicit Formulation of Particle Crushing
59. A theoretical method for determining sample mass in a sieving test
60. Stress-Strain Behavior of Granular Soils Subjected to Internal Erosion
61. A numerical investigation of the incremental behavior of crushable granular soils
62. Slaking and deformation behaviour
63. Testing and modeling of rockfill materials: A review
64. Critical state behaviors of a coarse granular soil under generalized stress conditions
65. Application of advanced bounding surface plasticity model in static and seismic analyses of Zipingpu Dam
66. Finite element modeling of lateral pipeline–soil interactions in dense sand
67. Influence of initial fines content on fabric of soils subjected to internal erosion
68. A bounding surface plasticity model for highly crushable granular materials
69. Experimental investigations on suffusion characteristics and its mechanical consequences on saturated cohesionless soil
70. Particle breakage and the critical state of sand
71. Recommendations for extension and re-calibration of an existing sand constitutive model taking into account varying non-plastic fines content
72. Micro and Macro Modeling of Ground Depression Due to Internal Erosion
73. From solid to granular gases: the steady state for granular materials
74. The brittle-ductile transition in porous rock: A review
75. Application of image subtraction data to quantify suffusion
76. Constitutive relations for steady, dense granular flows
77. A hydromechanical relation governing internal stability of cohesionless soil
78. Effect of grain crushing on 1D compression and 1D creep behavior of sand at high stresses
79. Fractals, double porosity and the soil-water characteristic curve
80. Particle Crushing and Deformation Behaviour
81. Water retention characteristics of soils with double porosity
82. Modelling mechanical consequences of erosion
83. An enhanced constitutive model for crushable granular materials
84. A comparison of critical state models for sand under conditions of axial symmetry
85. The Importance of Sand in Earth Sciences
86. Stoffgesetze Für Böden