Layered soil profiles create challenges for foundation installation and detrimentally affect the foundation performance.This research explored the free-fall penetration behavior of a new dynamically installed plate anchor,the Flying Wing Anchor(R),in layered soil profiles.This new concept anchor combines the advantages of low-cost installation of torpedo piles and high efficiency of plate anchors.Anchor is initially installed through free-fall like a torpedo pile,and followed by drag embedment like a plate anchor.The methodology is to perform free-fall penetration tests with a model anchor in a variety of test beds containing marine clays with different profiles of undrained shear strength versus depth.A calibrated prediction model accounting for the effects of strain-rate and stiff layer produces results similar to those from the model test.The design curves were developed based on the calibrated analytical model,and are valuable to estimate the impact velocity thresholds of prototype anchor to penetrate through stifflayers.The free-fall penetration tests indicated that the penetration ability of FWA(R) increases with the increased impact velocity.This new dynamically embedded plate anchor can penetrate through the stiff layers that would cause problems for the conventional plate anchor,such as the drag embedded anchor,plowing on the top of stiff layer instead of breaking into it.Therefore,the new dynamically embedded plate anchor can provide a possible solution for layered soil profiles in deep water.