Wave-induced pressures in porous bonded revetments. Part II: Pore pressure just beneath the revetment and in the embankment subsoil

Author:

Alcérreca-Huerta Juan Carlos,Oumeraci Hocine

Funder

CONACYT-DAAD

Deutsche Forschungsgemeinschaft

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference26 articles.

1. Process-Based Modelling of Waves Interacting With Porous Bonded Revetments and Their Soil Foundation;Alcérreca-Huerta,2014

2. Wave loading and response of impermeable block revetments and highly porous PBA revetments: comparative analysis of large-scale model datasets;Alcérreca-Huerta,2012

3. Process analysis on PBA-revetments—a parameter study with a CFD–CSD numerical model within the OpenFOAM framework;Alcérreca-Huerta,2014

4. Wave-Induced Pressures in Porous Bonded Revetments. Part I: Pressures on and Just Beneath the Revetment;Alcérreca-Huerta;Coast Eng.,2016

5. Stability of sloping structures in relation to surf similarity parameter. Risk criteria in design;Bruun;Coast. Eng.,1977

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