Abstract: A t‐bar penetration test for soft clay that can be performed with existing cone penetration test (CPT) equipment is described. The results of the test can be directly related to the undrained shear strength of the clay via ...

Abstract: A kinematic hardening two‐surface model of soil‐footing interaction for pipelines under various loading conditions is presented. The model requires 13 parameters. Most of these parameters can be derived directly from a set ...

Abstract: The disturbance of bed sediments by the wash of ship's propellers, and the resulting structural and environmental impact, is an increasing problem. Consequently, there is a need for an accurate method of scour prediction. ...