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1. Estimation of Permanent Ground Displacement Capacities for Corroded Pipelines

2. Approximate Accounting for Corrosion in Estimation of Strain Demand on Buried Pipelines Subject to Ground Displacements

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3. Particle Segmentation of 3D Silt Images from X-ray µ-CT for Fabric Analysis

6. Stabilization of muskeg soils using two additives: sand and urease active bioslurry

7. Regional liquefaction-induced ground displacement predictions for Canada using 5th Generation NBCC Seismic Hazard Model

10. Using X-ray micro CT imaging data to obtain particle morphology and soil fabric parameters

18. Equivalent number of uniform cycles versus earthquake magnitude relationships for fine-grained soils

20. Soil restraints on buried pipelines subjected to reverse-fault displacement

22. Stress-strain pattern-based criterion to assess cyclic shear resistance of soil from laboratory element tests

24. Residual shear strength of fine-grained soils and soil-solid interfaces at low effective normal stresses

25. Lateral force–displacement response of buried pipes in slopes.

26. Lateral force-displacement response of buried pipes in slopes

29. Effect of particle fabric on the coefficient of lateral earth pressure observed during one-dimensional compression of sand

30. Contributors

32. A laboratory investigation of the dynamic properties of tailings

33. Postcyclic reconsolidation strains in low-plastic Fraser River silt due to dissipation of excess pore-water pressures

34. Mechanical response of highly gap-graded mixtures of waste rock and tailings. Part II: undrained cyclic and post-cyclic shear response

35. Mechanical response of highly gap-graded mixtures of waste rock and tailings. Part I: monotonic shear response

36. Hydraulic conductivity and consolidation response of mixtures of mine waste rock and tailings

37. Response of buried steel pipelines subjected to relative axial soil movement

39. Mobilization of soil loads on buried, polyethylene natural gas pipelines subject to relative axial displacements

40. Experimental observations on the response of loose sand under simultaneous increase in stress ratio and rotation of principal stresses

41. Evaluation of pipeline performance subjected to slope instabilities

42. Design and evaluation of mixtures of mine waste rock and tailings

43. Contributor contact details