Experimental Study of Wave-Induced Dynamic Response within the Seabed Around an Impermeable Sloping Breakwater
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Publisher
Elsevier BV
Reference34 articles.
1. Soil stability analysis for wave-induced momentary liquefaction beneath porous bonded revetments;J C Alc�rreca-Huerta;Coastal Engineering,2018
2. Drainage explains soil liquefaction beyond the earthquake near-field;S Ben-Zeev;Nature Communications,2023
3. An experimental method to verify the failure of coastal structures by wave induced liquefaction of clayey soils;V Ch�vez;Coastal Engineering,2017
4. Experimental study of soil responses around a pipeline in a sandy seabed under wave-current load;H Chen;Applied Ocean Research,2023
5. Experimental study of the effect of backfill conditions on soil responses around a pipeline under wave-current load;H Chen;Journal of Marine Science and Engineering,2022
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