168 results on '"Stress path"'
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2. Dynamic Properties of Soils—A Stress Path Approach
3. Macro- and Micro-mechanical Responses of Granular Materials Under Different Stress Paths Using DEM
4. Liquefaction Mitigation of Silty Sands Using Xanthan Biopolymer
5. Influence of Track Irregularities in the Stress Levels of the Ballasted and Ballastless Tracks
6. The Micromechanical Features of Shear Bands in Sandy Soils Subject to Reverse Fault Offsets
7. Post-liquefaction Reconsolidation and Undrained Cyclic Behaviour of Chang Dam Soil
8. Dilatancy Phenomenon Study in Remolded Clays – A Micro-Macro Investigation
9. Theoretical Analysis on Drained Cylindrical Cavity Expansion in Anisotropic Modified Cam Clay
10. Influence of Stress Path on Mechanical Behavior of Saturated Silty Clay Under K 0 Consolidation
11. Scale Influence of Treated Zone Under Vacuum Preloading
12. The Stress Distribution in Airport Runway Subgrade Subjected to Airplane Moving Loads
13. Chemically Induced Strain Localization in Geomaterials
14. Model Prediction of Static Liquefaction in Unsaturated Sands
15. Drained and Undrained Analysis for Foundations Based on Triaxial Tests
16. Determination of Intergranular Strain Parameters and Their Dependence on Properties of Grain Assemblies
17. Consolidated-Undrained Triaxial Test Results of Opalinus Clay and Comparison with Caprock Shales
18. Sensitive Clays of Eastern Canada: From Geology to Slope Stability
19. Cyclic Response of Natural Onsøy Clay : Part II: Constitutive Modeling
20. Exploring the Undrained Cyclic Behaviour of Sand Using DEM
21. Evolutions of Fabric and Contact Forces of Granular Materials Under Continuously Varying b Value Using DEM
22. Field Investigation of a Multi-propped Excavation in Soft Clay
23. Numerical Parametric Study
24. Conclusions and Future Work
25. Effects of Flooding on Crushable Sand
26. Numerical simulation of deep and shallow energy storage systems in rock salt
27. Realistic Simulation of Progressive Brittle Rock Failure Near Excavation Boundary
28. Volumetric Strain Mechanisms and Induced Anisotropy Analyses in Clayey Materials
29. Influence of Hydraulic Hysteresis on the Resilient Behavior of a Natural Compacted Sand
30. Theoretical Analysis for Noncoaxiality of Toyoura Sand
31. Constitutive Relations
32. Conclusions
33. Behaviour of Granular Soils Under Environmentally Induced Cyclic Loads
34. Creep Versus Transient Loading Effects in Geotechnical Problems
35. Constitutive Modelling
36. Matric Suction and Deformation Behavior of Unbound Granular Base (UGB) Materials under Constant and Variable Cell Pressure
37. Critical State
38. Pre-consolidation
39. Failure
40. Anisotropy and Coupling
41. Isotropic Elastic Behaviour
42. Modelling Soil Behaviour
43. Failure in Granular Materials in Relation to Material Instability and Plastic Flow Issues
44. Peloids with reversals
45. Psammoids with reversals
46. Simple psammoids
47. Eshelby’s Technique for Analyzing Inhomogeneities in Geomechanics
48. Analysis of Shear Banding with a Hypoplastic Constitutive Model for a Dry and Cohesionless Granular Material
49. Constitutive Equations of Soils
50. Combined Compression and Shear Plane Waves
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