743 results on '"Rowe, R. Kerry"'
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2. Using strain hardening to predict the stress crack resistance of unaged and aged smooth black HDPE geomembranes
3. Effect of a lateral drainage layer on leakage through a defect in a geomembrane overlain by saturated tailings
4. Effect of welding parameters on properties of HDPE geomembrane extrusion welds
5. Physical and mechanical performance of an HDPE geomembrane in 10 mining solutions with different pHs
6. Creep rupture behaviour of elastomeric bituminous geomembrane seams
7. Long-term durability of two HDPE geomembranes formulated with polyethylene of raised temperature resistance (PE-RT)
8. Effect of welding quality from dual track wedge welding on post-weld geomembrane oxidative induction time
9. Long-term stress crack resistance of HDPE fusion seams aged at 85 [degrees]C in synthetic leachate
10. The reduction in porosity of permeable reactive barriers due to bio-geochemical clogging caused by acidic groundwater flow
11. Effect of subgrade on tensile strains in a geomembrane for tailings storage applications
12. Implications of single and double liners on the impact of PFOA in landfills on an underlying aquifer
13. Degradation of HDPE, LLDPE, and blended polyethylene geomembranes in extremely low and high pH mining solutions at 85 °C
14. Compressibility and permeability of sand-silt tailings mixtures
15. Effects of perfluoroalkyl substances (PFAS) on antioxidant depletion from a high-density polyethylene geomembrane
16. Effect of a PFAS solution on short-term behaviour of a LLDPE and an HPDE geomembrane.
17. Influence of temperature and stress in the transmissivity of GCD used in landfills.
18. New insights into soil arching behaviour in column-supported embankments
19. Seepage through a circular geomembrane hole when covered by fine-grained tailings under filter incompatible conditions
20. Leakage through a hole in a geomembrane beneath a fine-grained tailings
21. 11th Mercer Lecture on Geosynthetics for Construction on Soft Foundation Soils: An Extended Abstract
22. An empirical equation predicting the saturated hydraulic conductivity of tailings.
23. Modelling the transport of PFOS from single lined municipal solid waste landfill
24. Longevity of 12 geomembranes in chlorinated water
25. Numerical modeling of clogging of landfill leachate collection systems with co-disposal of municipal solid waste (MSW) and incinerator ash
26. PFOA and PFOS diffusion through LLDPE and LLDPE coextruded with EVOH at 22 °C, 35 °C, and 50 °C
27. Analytical and numerical models for strain and load calculations for geosynthetic liner systems on steep slopes.
28. Balance Between Cover Resistance and Pump Capacity for Designing Vertical Gas Wells
29. Control and estimation of maximum gas pressure below landfill cover with horizontal gas wells: Analytical study
30. An approach to high-density polyethylene (HDPE) geomembrane selection for challenging design requirements
31. New theoretical models for waste disposal sites with clay liners
32. An empirical equation predicting the saturated hydraulic conductivity of tailings
33. Effect of welding parameters on properties of HDPE geomembrane extrusion welds
34. Representative stress crack resistance of polyolefin geomembranes used in waste management
35. Design of horizontal landfill gas collection wells in non-homogeneous landfills
36. Effect of texturing on the longevity of high-density polyethylene (HDPE) geomembranes in municipal solid waste landfills
37. 11th Mercer Lecture on Geosynthetics for Construction on Soft Foundation Soils: An Extended Abstract
38. Effect of interface transmissivity and hydraulic Conductivity on contaminant migration through composite liners with wrinkles or failed seams
39. Heat Transfer in a Geosynthetics Composite Liner System Containing Wrinkles
40. Tensile Strains in Geomembrane Landfill Liners
41. Recovery response of vertical gas wells in non-homogeneous landfills
42. Diffusive Transport of Pollutants through Clay Liners
43. Design Options for Hydraulic Control of Leachate Diffusion
44. Design of vertical landfill gas collection wells considering non-homogeneity with depth
45. Modelling biogeochemical clogging affecting piezometers in acid sulfate soil terrain.
46. Analytical and numerical models for strain and load calculations for geosynthetic liner systems on steep slopes
47. Field observed GCL panel shrinkage for five GCLs in composite liners
48. Effect of geosynthetic component characteristics on the potential for GCL internal erosion
49. Longevity of Multi-layered Textured HDPE Geomembranes in Low-level Waste Applications
50. Modelling biogeochemical clogging affecting piezometers in acid sulfate soil terrain
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