Dynamic calculation of breakwater crown walls under wave action: influence of soil mechanics and shape of the loading state
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Dynamic calculation of breakwater crown walls under wave action: influence of soil mechanics and shape of the loading stateData
2019Cita bibliográfica
Maciñeira, E.; Peña, E.; Sande, J.; Figuero, A. Dynamic Calculation of Breakwater Crown Walls under Wave Action: Influence of Soil Mechanics and Shape of the Loading State. Water 2019, 11, 1149.
Resumo
[Abstract:] As a consequence of the action of waves on rubble mound breakwaters, there are loads—both on the vertical and horizontal sides of the crown walls—which modify the conditions of their stability. These loads provoke dynamic impulses that generate movements that are not possible to be analyzed by static calculation. This study presents the results obtained using a simplified method of dynamic calculation of the crown walls, presented in Appendix A, based on the variation of the forces acting against the structure in the time domain and the soil characteristics. It provides results of the expected movements of the structure and the deformations produced in the foundation. With this, traditional static calculation is improved and knowledge about the phenomenon is enhanced, highlighting the uncertainties in the system.
Palabras chave
Breakwater
Crown wall failure
Dynamic response
Sliding
Overturning
Bearing capacity
Crown wall failure
Dynamic response
Sliding
Overturning
Bearing capacity
Descrición
Este artigo pertente ao número especial Interaction between Waves and Maritime Structures.
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Atribución 3.0 España