Advances in Marine Geotechnical Engineering—2nd Edition

A special issue of Journal of Marine Science and Engineering (ISSN 2077-1312). This special issue belongs to the section "Ocean Engineering".

Deadline for manuscript submissions: closed (10 February 2026) | Viewed by 3888

Special Issue Editor


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Guest Editor
Faculty of Mathematics and Natural Sciences, Department of Geosciences, Christian-Albrechts-Universität zu Kiel, Kiel, Germany
Interests: reliable engineering computing; structural reliability, risk, and hazard analysis; uncertainty modeling in geotechnical engineering; quality evaluation of numerical, mathematical, and experimental models/methods; rock physics; geoenergy; marine and coastal engineering; reservoir characterization; elastic and seismic anisotropy of rock under high pressure and high temperature; geostatistics
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Special Issue Information

Dear Colleagues,

The Journal of Marine Science and Engineering is pleased to announce a Special Issue entitled “Advances in Marine Geotechnical Engineering—2nd Edition”, which is based on the great success of our previous Special Issue with the same title.

This Special Issue aims to advance different state-of-the-art survey methods in marine geotechnical engineering, marine material property determination and site investigation, constitutive models of marine geotechnical materials, and marine structural response analysis through experiments, numerical simulations, and field seafloor scour.

Advances in marine geotechnical engineering can be achieved via the application of scientific knowledge and engineering techniques to the investigation of seafloor materials and the characterization of the seafloor’s physical properties. Seafloor soil behavior in relation to infrastructural construction on the seafloor is poorly understood. With the rapid development of marine resource exploration in recent years, coastal geohazard and offshore geotechnical engineering have attracted the attention of coastal geotechnical engineers and made significant progress. Authors are encouraged to submit theoretical, numerical, experimental, and applied articles addressing this theme. Topics of interest include, but are not limited to, the following research topics:

  • Characterization of variable seafloors;
  • Coupling reactions of submarine sediments subjected to dynamic stresses;
  • Geological and geotechnical aspects of coastal/offshore infrastructure design and construction;
  • Hydrodynamic studies of maritime structures;
  • Prediction and protection against geohazards;
  • Stability of submarine slopes and massive and filled structures;
  • Environmental compatibility;
  • Protection against high water levels and swell.

Dr. Hem Bahadur Motra
Guest Editor

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 250 words) can be sent to the Editorial Office for assessment.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Journal of Marine Science and Engineering is an international peer-reviewed open access semimonthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • offshore infrastructure
  • geological and geotechnical aspects of marine environments
  • characterization of variable marine materials
  • slopes’ stability in marine environments
  • marine geohazards
  • hydrodynamic problems in marine environments
  • protection against high water

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Related Special Issue

Published Papers (2 papers)

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Research

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17 pages, 5756 KB  
Article
An Incorporating Pore Water Pressure Constitutive Model for Overconsolidated Clay and Calibration of Transient FE Parameters
by Yu Jiang, Zewei Xu and Run Liu
J. Mar. Sci. Eng. 2026, 14(4), 376; https://doi.org/10.3390/jmse14040376 - 15 Feb 2026
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Abstract
The simulation accuracy of triaxial tests for oversolidated clay in transient finite element analysis is affected by soil constitutive model, permeability coefficient, overconsolidation ratio, shear rate and mesh size. This study introduces the concepts of overconsolidation parameters, potential strength, and hardening parameters from [...] Read more.
The simulation accuracy of triaxial tests for oversolidated clay in transient finite element analysis is affected by soil constitutive model, permeability coefficient, overconsolidation ratio, shear rate and mesh size. This study introduces the concepts of overconsolidation parameters, potential strength, and hardening parameters from the unified hardening model into the modified Cam-Clay model. By integrating the generation mechanism of pore water pressure, a constitutive model for overconsolidated clay incorporating pore water pressure was developed, and its accuracy was validated through triaxial tests. By invoking the UMAT subroutine, accurate simulation of the undrained triaxial tests of overconsolidated clay was achieved in the static/general analysis in Abaqus. Based on this, model parameters for simulating triaxial tests of overconsolidated clay in transient analysis (Soils) were calibrated. The relationships between shear rate, mesh size, and soil parameters were quantified, providing a reference for similar engineering numerical simulations. Full article
(This article belongs to the Special Issue Advances in Marine Geotechnical Engineering—2nd Edition)
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Review

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34 pages, 6576 KB  
Review
Advancements in Drainage Consolidation Technology for Marine Soft Soil Improvement: A Review
by Zhongxuan Chen, Junwei Shu, Sheng Song, Luxiang Wu, Youjun Ji, Chaoqun Zhai, Jun Wang and Xianghua Lai
J. Mar. Sci. Eng. 2025, 13(10), 1951; https://doi.org/10.3390/jmse13101951 - 11 Oct 2025
Cited by 4 | Viewed by 2408
Abstract
Marine soft soils are characterized by high compressibility, low strength, and low permeability, which often result in excessive settlement and stability problems. Drainage consolidation methods are widely regarded as effective solutions for improving such soils. This review summarizes recent progress from four perspectives: [...] Read more.
Marine soft soils are characterized by high compressibility, low strength, and low permeability, which often result in excessive settlement and stability problems. Drainage consolidation methods are widely regarded as effective solutions for improving such soils. This review summarizes recent progress from four perspectives: optimization of traditional techniques, combined applications of multiple methods, development of emerging innovative approaches, and advances in drainage element materials and structures. Traditional methods such as surcharge and vacuum preloading have been refined through innovations in loading schemes, drainage improvements, and design approaches, while hybrid combinations with electroosmosis, thermal treatment, and dynamic loading have further enhanced their efficiency and applicability. In parallel, novel techniques such as siphon drainage, aerosol-assisted consolidation, and osmosis-based drainage show promise for sustainable applications. Furthermore, biodegradable and multifunctional drainage elements provide new directions for environmentally friendly and efficient soft soil improvement. Looking ahead, drainage consolidation technology is expected to move toward greener, low-carbon, and intelligent solutions. This review offers a comprehensive reference for engineering practice and a useful basis for guiding future research in marine soft soil improvement. Full article
(This article belongs to the Special Issue Advances in Marine Geotechnical Engineering—2nd Edition)
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