65 results on '"Wijewickreme, Dharma"'
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2. Particle Segmentation of 3D Silt Images from X-ray µ-CT for Fabric Analysis
3. Approximate Accounting for Corrosion in Estimation of Strain Demand on Buried Pipelines Subject to Ground Displacements
4. Digital Particle Size Distribution for Fabric Quantification Using X-ray μ-CT Imaging
5. Particle Fabric Imaging for Understanding the Monotonic and Cyclic Shear Response of Silts
6. Characterization of an organic soil deposit using multi-faceted geotechnical field and laboratory investigations
7. Muskeg Soil Stabilization Using the Microbially Induced Calcite Precipitation Technique by the Urease Active Bioslurry Approach
8. Pipe-CLSM Interface Bond Strength From Axial Pullout Testing
9. Stabilization of muskeg soils using two additives: sand and urease active bioslurry
10. Regional liquefaction-induced ground displacement predictions for Canada using 5th Generation NBCC Seismic Hazard Model
11. Characterization of an Organic Soil Deposit Using Multi-Faceted Geotechnical Field and Laboratory Investigations
12. Lateral force–displacement response of buried pipes in slopes
13. Lateral force-displacement response of buried pipes in slopes
14. Contributors
15. Ground Improvement for Mitigating Liquefaction-Induced Geotechnical Hazards
16. Effects of Slope Grade on Soil-Pipe Interaction\u2014full-Scale Experiments
17. A Review to Develop new Correlations for Geotechnical Properties of Organic Soils
18. Contributor contact details
19. Development of Soil Restraints for Buried Pipelines in Muskeg Soils Subjected to Lateral Ground Displacements
20. Effects of Slope Grade on Soil-Pipe Interaction: Full-Scale Experiments
21. Corrosion of cast iron pipelines buried in Fraser River silt subject to climate-induced moisture variations
22. Study of Trench Backfill Particle Size Effects on Lateral Soil Restraints on Buried Pipelines Using Discrete Element Modeling
23. Chapter 16 Ground improvement for mitigating liquefaction-induced geotechnical hazards
24. Equivalent number of uniform cycles versus earthquake magnitude relationships for fine-grained soils
25. Drained Peak and Residual Interface Shear Strengths of Fine-Grained Soils for Pipeline Geotechnics
26. Effect of Different Modes of Lateral Boundary Constraints of the Direct Simple Shear (DSS) Device under Monotonic and Cyclic Shear Loading
27. Initial Observations on Laboratory Shear Loading Response of Sand-Silt Mixtures
28. Effect of High Initial Effective Confining Stress on the Mechanical Response of Natural Silt
29. Soil restraints on buried pipelines subjected to reverse-fault displacement
30. Some Observations on Soil-Pipe Interface Shear Strength in Direct Shear Under Low Effective Normal Stresses and Large Displacements
31. Stress–strain pattern–based criterion to assess cyclic shear resistance of soil from laboratory element tests
32. Drained residual shear strength at effective normal stresses relevant to soil slope stability analyses
33. Analytical Modeling of Field Axial Pullout Tests Performed on Buried Extensible Pipes
34. Residual shear strength of fine-grained soils and soil–solid interfaces at low effective normal stresses
35. Evaluation of stress strain non-uniformities in the laboratory direct simple shear test specimens using 3D discrete element analysis
36. Response of Buried District Heating Pipelines Under Relative Axial Movements
37. Use of Discrete Element Modeling to Capture the Effect of Backfill Particle Size on the Soil Restraints of Buried Pipelines Subjected to Lateral Ground Movement
38. Performance Monitoring and Modeling of Small Diameter MDPE Natural Gas Pipelines Subject to Ground Movement
39. Laboratory Testing of Full-Scale Pipes Partially Embedded in Soil to Study Soil-Pipe Interaction of Offshore Seabed Oil and Gas Pipelines: Initial Observations
40. Macro-Scale Direct Shear Test Device for Assessing Soil-Solid Interface Friction Under Low Effective Normal Stresses
41. Effect of particle fabric on the coefficient of lateral earth pressure observed during one-dimensional compression of sand
42. Some Observations on the State of Stress in the Direct Simple Shear Test Using 3D Discrete Element Analysis
43. A laboratory investigation of the dynamic properties of tailings
44. Postcyclic Reconsolidation Strains in Low-Plastic Fraser River Silt due to Dissipation of Excess Pore-Water Pressures
45. Mechanical response of highly gap-graded mixtures of waste rock and tailings. Part I: Monotonic shear response
46. Mechanical response of highly gap-graded mixtures of waste rock and tailings. Part II: Undrained cyclic and post-cyclic shear response
47. Hydraulic conductivity and consolidation response of mixtures of mine waste rock and tailings
48. Definition of Lateral Spread Displacement for Regional Risk Assessments of Pipeline Vulnerability
49. Predicting void ratio for surface paste tailings deposition
50. Response of Buried Plastic Pipelines Subject to Lateral Ground Movement
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