Abstract: The liner materials used for pipe renovation are usually designed to meet some minimum consensus standards. Often, the design guidance is listed in the Appendix of the standards. For additional guidance, numerous design ...

Abstract: The velocity field induced in a liquid confined between two coaxial rotating disks of finite radius and contained between two annular disks, rotating at different angular velocities, provides a simple example for both ...

Abstract: The design of buried flexible pipe involves checking for load-induced deflection, buckling strength, strain or stress under internal pressure, strain or stress from combined loading, and handling stiffness. Most of these ...

Abstract: The design of thrust blocks for water pipelines and sewer force mains vary from one pipe material or standard to another just like the design of pipe wall thickness. This creates tremendous confusion among consulting ...

Abstract: The increasing number of pipe breaks and resulting contamination, the aging of existing underground pipelines, and the economics and engineering involved in procuring and installing new underground pipelines have led to ...

Abstract: Pipelines are subjected to variable support conditions in the longitudinal direction. These support conditions are encountered due to the variation in bedding and soil properties along the pipe, the geometry of the pipeline, ...

Abstract: A characteristic common to most tailings dam failures is that the mine tailings tend to liquefy and flow over substantial distances, with potential for extensive damage to property and life. In order to be able to assess ...

Abstract: A characteristic common to most mine tailings dam failures is that the tailings tend to liquefy and flow over substantial distances, with potential for extensive damage to property and life. The existence of these potentially ...