Abstract: Subgrade soils supporting a 0.3 m diameter sewer pipe settled approximately 50 mm, and caused approximately 21% of the 730-m-long pipeline to be removed and replaced. The paper analyzes several reasons for the failure, and ...

Abstract: Measured wave induced pore pressures in a model sand layer are presented. The measured pressures vary with the wave height and period, sand layer thickness, and sand density. For short‐period waves, measured pressures ...

Abstract: Some characteristics of wave-seabed interaction are described, and stresses and displacements from an elastic, static analysis for a sinusoidal stress wave acting on a homogeneous half space are compared with results from ...