Marine Georesources & Geotechnology

Papers
(The TQCC of Marine Georesources & Geotechnology is 4. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-11-01 to 2025-11-01.)
ArticleCitations
Probabilistic seismic analyses of earthen levees with finite element modeling37
Physico-chemical characterization of detrital sillimanite and garnet: Insights into REE elements, crystal structure and morphology24
The new comprehensive evaluation system for subsea tunnel site selection: A case study of the Qiongzhou Strait, China23
Microstructural evolution at sand–structure interface of suction caisson subjected to lateral cyclic loadings21
Orthogonal experiment on underwater rock breaking by gas–liquid two-phase jet19
Design and study of a deep-sea multi-depth in-situ pore water pressure-retaining sampler19
Vacuum preloading combined with surcharge preloading method for consolidation of clay-slurry ground: A case study19
Identifying the pore structure and permeability anisotropy of coral reef limestone based on CT image analysis19
Quantitative integration of geostatistics and rock physics analysis for uncertainty evaluation in “giddy” field, offshore Niger Delta18
Dynamic properties and micro-mechanisms of nano-Al 2 O 3 modified cement-stabilized soil under seawater erosion18
Development and application of the 3000 m-level multiparameter CPTu in-situ integrated test system17
Strength characteristics of marine clay mixed with coal ash and cement with microstructural verification16
Laboratory study on bearing capacity of batter rock-socketed pile group under combined loads16
A laboratory investigation on the effect of crushability on the interface parameters of Hormoz carbonated soil15
Influence of the secondary lining structure types on the structural bearing capacity of submarine shield tunnels14
Experimental investigation on strength characteristics of marine soft clay under monotonic and cyclic loading13
Numerical study on lateral response of piles in sandy slopes employing a hardening soil model13
Monotonic simple shear characteristics of K 0 highly over-consolidated and remolded Wenzhou clay13
3D reconstruction and characterization of reef limestone pores based on optical and acoustic microscopic images13
Geomechanical performances of geocell reinforced retaining wall backfilled with magnesia-based cement stabilized marine fill13
Experimental investigation on cyclic behavior of geogrid-reinforced coral sand from the South China Sea13
Investigation of the vertical responses of 2 × 2 square flexible batter pile groups in sand12
Equivalent state parameter dependency on gradation properties of medium sand-fines mixtures12
Effect of the failure wedge on the pullout capacity of anchors with self-compaction plates12
Evaluation of a cyclic p - y overlay model by large-scale tests for monopiles in sand12
Comparing pull-out capacity of expandable anchors using discrete/coupled Eulerian element methods versus finite element technique11
Revitalizing dredged soils through chemical-physical combined method: A feasibility study11
Effect of stage amplitude ratio on dynamic behaviors of sand under wind turbine loading11
Experimental study of mud erosion at the interface between artificial sand and natural mud layers11
Reduction of dynamic shear modulus of saturated marine sandy silt under complex stress conditions11
Bearing performance of steel pipe pile in multilayered marine soil using fiber optic technique: A case study11
Bearing performance of single-tension-type triple-anchor system for offshore wind turbines11
Seawater based bio-cementation for calcareous sand improvement in marine environment11
Effect of chemical consolidation on physico-mechanical properties of porous coral reef limestone11
Review and prospects on research methods of strength failure for shipped bulk granular cargoes11
Consolidation effect of prefabricated radiant drain vacuum preloading technology: A physical model case study10
A multi-proxy approach for delineation of ferromanganese mineralization from the West Sewell Ridge, Andaman Sea10
Damage identification method of reef limestone concrete structures based on wavelet packet energy variation rate10
Single pile response to uplift load: Computational model and analysis10
Load-bearing performance and failure behavior of multi-flange deep cement mixing columns10
Geological characterization and controlling factors of small-scale variations in the cobalt-rich ferromanganese crust deposits10
An optimized boosting-based machine learning model for predicting maximum scour depth around spur dikes10
Investigation of sea current velocity and power potential in the North Aegean sea9
Boosting models for predicting soil compression index of Gulf Coast soils with an interpretability framework9
Post-cyclic behavior of Haikou marine clay and their predictions using back-propagation neural network model9
Numerical study on soil springs stiffnesses of laterally loaded monopiles9
Compressibility and permeability characteristics of dredged slurry with the skeleton construction effect of superabsorbent polymers8
Progressive failure characteristics of coral reef limestone considering mechanical properties, energy evolution, and structural anisotropy8
Behavior of lightweight-foamed soil reinforced by waste fishing net and its design guideline8
Measuring the sound speed in deep-sea first sediment layer using a high-frequency submersible sub-bottom profiler: Method and sea trial application8
A study of the undrained monotonic behavior of geotextile reinforced sand-silt mixtures using triaxial tests8
Geospatial analysis of scour development in offshore wind farms8
Temperature field study of forced thawing by pipe curtain freezing method in Sanya submarine tunnel7
Design and flow performance analysis of sediment core drilling tools for seafloor drill7
Improvements in vacuum preloading for different soils and their clogging mechanisms: A review7
Salinity Gradient Energy Potential of Mozambique Estuaries7
Strength estimation of cement-treated marine dredged clay under a wide range of water-to-cement ratio7
Assessing the shear strength of sand-clay mixtures: A DEM analysis with realistic sand particle shapes7
Relationship between resistivity and physical properties of seafloor sediments in the hydrate production test area of the South China Sea7
Numerical analysis of scale effects and machine learning-based predictions for equilibrium scour depth in large-diameter monopile foundations7
Experimental and numerical studies on behavior of upgraded caisson-type quay wall under earthquake loading7
Assessing the performance of winged caisson foundations for offshore wind turbines7
Changes of Yancheng coastline near 20 years based on remote sensing technology7
Marine geohazards exposed: Uncertainties involved7
Electroacoustic performance online measurement under extreme pressure using an 11,000-m transceiver7
An analytical model of time-dependent elastoplasticity with hydraulic–mechanical coupling for wellbore stability in hydrate exploitation7
Assessing sandbar morphology in the Nakdong River Estuary using SPOT series satellite imagery7
Gradient boosting trees with Bayesian optimization to predict activity from other geotechnical parameters7
Counter-toppling force on the composite pile with injected grout for a precast spur dike7
Experimental investigation of scour beneath a pipeline due to tidal currents in a Strait7
Application of artificial neural networks for predicting lateral and uplift capacity of buried rectangular box carrying pipelines7
Piles’ load distribution in pile raft and pile group under lateral loading6
Lateral response of offshore wind turbine monopile foundations in sloping ground under scour condition6
Influence of scour hole geometry on lateral bearing capacity of nearshore rigid piles6
Undrained dynamic behavior of geogrid-reinforced coral sand6
Surge and lifting analysis of internal transmission gas–liquid two-phase flow lifting pipe6
Study on depth weakening of reinforced concrete piles cutting by abrasive waterjets under submerged conditions6
Predicting uplift capacity of group anchors in sand using 3D FELA and MARS6
State parameter governing the mechanical properties of cement-treated clays6
DSS tests on marine clays for offshore windfarm foundation design6
Numerical evaluation of existing p-y models for the laterally loaded pile in clay6
Compression properties of high-water-content dredged slurry treated with fly ash and waste shredded tire6
A review of submarine landslides associated with rapid sedimentation6
Sustainable ground improvement and hybrid foundation for tank farm on liquefiable coastal deposit: Case study6
Dewatering and stress characteristics of stacking geotextile tubes under dry and underwater conditions6
Computational instability of sedimentation-consolidation model based on an interaction coefficient6
Longitudinal dynamic characteristics of a defective tapered pile with exposed cap in layered soil6
Influence of calcium-based localized flocculation near drainage body on dredged sludge consolidation under vacuum preloading5
Experimental study on dredged slurry treatment with straw as horizonal drains by vacuum preloading5
Submarine slope stability during the exploitation of natural gas hydrate from horizontal wells5
Pullout capacity of vertical plate anchors in unsaturated clay considering variable surface flow conditions5
Marine domestication of Sporosarcina pasteurii induces the precipitation of CaCO 3 to solidify calcareous sand5
Coupled effects of cyclic loading and slope on nearshore pile safety: Insights from model testing5
Discussion of “stress–strain behavior of marine calcareous soil-tire mixtures”, by Shariatmadari et al. (2022), published in marine georesources & geotechnology, DOI: 10.1080/1064119X.2021.19374115
Effect of rubber particles on mechanical properties of calcareous sand under large displacement shear5
Vacuum preloading techniques for development and innovation of strengthening dredged soft ground: A review5
Capacities of tripod bucket foundation under uniaxial and combined loading considering adhesion factor5
Model tests on leveling process of four bucket foundation for offshore wind turbines5
Experimental and analytical study on the bearing capacity of caisson foundation subjected to V - H combined load5
A new modified method of predicting load-settlement behavior for large-diameter helical piles in sand considering nonlinear degradation of soil stiffness5
Effect of spatial variability of cone penetration resistance on probabilistic axial capacity of pile foundations5
Failure surface considering the ultimate tensile and compressive capacities of suction caissons in clay5
Two-way coupling fluid–structure interaction analysis on dynamic response of offshore wind turbine5
Numerical study on undrained multi-directional bearing capacity of hybrid subsea foundation5
Large-strain rheological consolidation analysis of multi-layered marine soft clays exhibiting natural structural characteristics5
Large strain consolidation analysis of dredged sludge treated with multilayer PHDs combined with vacuum pressure5
The pullout capacity of OMNI-Max anchors in sand5
Pile group in clay under cyclic lateral loading with emphasis on bending moment: Numerical modelling5
An experimental study of mitigating coastal dune erosion by using bio-carbonization of reactive magnesia cement5
Experimental study of compression behavior and its correlation with the microstructure of a deep-water sediment5
Physical property characterization of the Nakdong River valley sediments in relation to depositional units5
Vacuum consolidation theory of dredged slurry considering nonlinear clogging behaviors5
Interfacial bonding properties of the reef limestone anchorage body at different curing ages under the impact of dynamic disturbance5
Undrained strength prediction for fine-grained soils with various diatom microfossil contents5
Effect of water depth on the Archimedean screw dynamics in air–water–sand media: A CFD–DEM study5
Fault seal analysis for geological carbon dioxide storage in the Pletmos Basin, offshore South Africa4
Testing and modeling of chemically induced changes in mechanical characteristics of cement-stabilized sensitive marine clays4
Hydrodynamic modelling of a stratified estuary: the example of the Neretva River (Croatia)4
Influence of fines and gravel particles on strength-dilatancy of river sand: Effect of depositional conditions4
Predicting dissolved oxygen dynamics in the Bouregreg Estuary (Morocco) using ANN and ANFIS: Role of estuarine mixing and environmental parameters4
A method for eliminating soil plugs during the installation of suction caissons in sand4
Bearing capacity of bucket foundations in silt-over-clay soil condition under combined V-H-M loading4
Experiment and analysis on dynamic characteristics of marine soft clay4
Analytical study on included angle of double-plate vertically loaded anchors in saturated clay4
Undrained cyclic behavior of under-consolidated soft marine clay with different degrees of consolidation4
Behaviour of a laterally loaded rigid helical pile located on a sloping ground surface4
Effect of cement on the consolidation behavior of marine clay in comparison with clay minerals4
Grain size analysis and characterization of sedimentary environment of the surface sediments along the Syrian Coast, Umm al-Tuyour (Latakia)4
Investigation of soil damping for offshore wind turbine monopile-soil system in stiff clay on elastoplastic-damage model4
Fracture failure characteristics of shallow coral reef under wave dynamic loading4
A pressure-triggered isobaric sequential liquid sampling system for full-ocean-depth: Design and field deployment4
Influence of thermal effect on vacuum electro-osmosis of Taizhou dredged sediment4
Centrifuge model tests on an anchor pile under cyclic oblique pullout load using transparent sand4
Cyclic responses of typical seabed materials in two offshore wind farms of China4
Discussion of “Liquefaction susceptibility of beach sand containing plastic fines”, by Hamza Saeed, Zalihe Nalbantoglu & Eris Uygar; Marine Georesources & Geotechnology, DOI: 10.1080/1064119X.4
The undrained behaviour of over-consolidated clay subjected to pure rotation of principal stress directions4
Two-dimensional numerical analysis of seepage in an undersea mining area considering hydrochemical corrosion4
One-dimensional compressibility of calcareous sand solidified with polyurethane foam adhesive4
Experimental study of PVD improved dredged slurry by using vacuum preloading with point type flocculant4
Predicting the sound speed of seafloor sediments in the Middle area of the Southern Yellow Sea based on a BP neural network model4
Primary and secondary compression behavior of dredged clay at low effective stresses4
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