Topic Editors

1. Environment, Coast and Ocean Research Laboratory (ECOREL-UPM), Universidad Politécnica de Madrid, 28040 Madrid, Spain
2. Department of Civil Engineering, European University of Madrid, 28670 Madrid, Spain
Departamento Ingeniería Civil: Hidráulica, Energía y Medio Ambiente, Universidad Politécnica de Madrid (UPM), 28040 Madrid, CP, Spain
Departamento Ingeniería Civil: Hidráulica, Energía y Medio Ambiente, C/ Profesor Aranguren, Universidad Politécnica de Madrid (UPM), 28040 Madrid, CP, Spain
CERIS, Departamento de Engenharia Civil, Faculdade de Ciências e Tecnologia, Universidade NOVA, Campus de Caparica, 2829-516 Caparica, Portugal

Coastal Engineering: Past, Present and Future

Abstract submission deadline
28 February 2026
Manuscript submission deadline
30 April 2026
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649

Topic Information

Dear Colleagues,

This Topic explores the evolution of coastal engineering, from foundational practices to the latest technological advancements and future challenges. It aims to provide a comprehensive overview of the discipline, highlighting historical developments, current innovations, and emerging trends. The areas of interest of this Topic include the design and maintenance of coastal infrastructure, nature-based solutions, climate change adaptation, and advances in numerical modeling and remote sensing technologies. By reflecting on the past and evaluating present strategies, this Topic will identify pathways for future research, addressing the growing need for sustainable and resilient approaches in coastal engineering. Contributions from researchers and practitioners worldwide will showcase a holistic view of the field's progress and its role in tackling global challenges.

Dr. M. Dolores Esteban
Dr. José-Santos López-Gutiérrez
Dr. Vicente Negro
Dr. Maria Graça Neves
Topic Editors

Keywords

  • coastal engineering
  • sustainable infrastructure
  • nature-based solutions
  • climate change adaptation
  • numerical modeling
  • remote sensing
  • erosion control
  • resilient design
  • sea-level rise
  • coastal infrastructure

Participating Journals

Journal Name Impact Factor CiteScore Launched Year First Decision (median) APC
Applied Sciences
applsci
2.5 5.5 2011 19.8 Days CHF 2400 Submit
Journal of Marine Science and Engineering
jmse
2.8 5.0 2013 15.6 Days CHF 2600 Submit
Oceans
oceans
1.6 3.5 2020 38.6 Days CHF 1600 Submit
Water
water
3.0 6.0 2009 19.1 Days CHF 2600 Submit

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Published Papers (1 paper)

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21 pages, 6924 KB  
Article
The Dynamic Response of a Coral Sand Site–Underground Structure System Under Multidimensional Seismic Excitation
by Zixuan Yang, Xiaorui Xie and Wei Ren
J. Mar. Sci. Eng. 2025, 13(8), 1596; https://doi.org/10.3390/jmse13081596 - 21 Aug 2025
Viewed by 318
Abstract
Seismic response analysis of underground structures at coral sand sites is a critical component in ensuring the structural safety of island reef engineering. Current experimental studies in this field have primarily focused on unidirectional seismic excitation. To investigate the seismic response differences under [...] Read more.
Seismic response analysis of underground structures at coral sand sites is a critical component in ensuring the structural safety of island reef engineering. Current experimental studies in this field have primarily focused on unidirectional seismic excitation. To investigate the seismic response differences under multidirectional seismic loading, this study designed a series of shaking table tests under unidirectional, bidirectional, and triaxial loading schemes. The seismic responses of underground structures and coral sand foundations were compared under different loading conditions, including boundary effects, ground and structural accelerations, Fourier spectra, and structural strains. The results indicate that the soil–structure system exhibits responses in the non-excitation directions during the shaking table tests. Compared to the excitation direction, boundary effects are more pronounced in the non-excitation directions, with vibrations in these directions primarily concentrated in the high-frequency range (16–20 Hz). The ground acceleration amplification factors in the X-, Y-, and Z-directions in different loading directions are 0.9–1.3, 1.4–2, and 3.4–3.7, respectively, showing significant differences. Under triaxial loading, the peak strain in the underground structure is significantly higher than that under unidirectional loading. Full article
(This article belongs to the Topic Coastal Engineering: Past, Present and Future)
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