Marine Georesources & Geotechnology

Papers
(The median citation count of Marine Georesources & Geotechnology is 1. 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 2021-10-01 to 2025-10-01.)
ArticleCitations
Probabilistic seismic analyses of earthen levees with finite element modeling39
Microstructural evolution at sand–structure interface of suction caisson subjected to lateral cyclic loadings23
Physico-chemical characterization of detrital sillimanite and garnet: Insights into REE elements, crystal structure and morphology23
Monotonic simple shear characteristics of K 0 highly over-consolidated and remolded Wenzhou clay22
Experimental investigation on cyclic behavior of geogrid-reinforced coral sand from the South China Sea19
Influence of the secondary lining structure types on the structural bearing capacity of submarine shield tunnels19
The new comprehensive evaluation system for subsea tunnel site selection: A case study of the Qiongzhou Strait, China19
Experimental investigation on strength characteristics of marine soft clay under monotonic and cyclic loading18
Laboratory study on bearing capacity of batter rock-socketed pile group under combined loads18
Strength characteristics of marine clay mixed with coal ash and cement with microstructural verification18
A laboratory investigation on the effect of crushability on the interface parameters of Hormoz carbonated soil17
3D reconstruction and characterization of reef limestone pores based on optical and acoustic microscopic images16
Development and application of the 3000 m-level multiparameter CPTu in-situ integrated test system16
Identifying the pore structure and permeability anisotropy of coral reef limestone based on CT image analysis15
Geomechanical performances of geocell reinforced retaining wall backfilled with magnesia-based cement stabilized marine fill14
Numerical study on lateral response of piles in sandy slopes employing a hardening soil model14
Quantitative integration of geostatistics and rock physics analysis for uncertainty evaluation in “giddy” field, offshore Niger Delta13
Orthogonal experiment on underwater rock breaking by gas–liquid two-phase jet13
Design and study of a deep-sea multi-depth in-situ pore water pressure-retaining sampler13
Dynamic properties and micro-mechanisms of nano-Al 2 O 3 modified cement-stabilized soil under seawater erosion13
Vacuum preloading combined with surcharge preloading method for consolidation of clay-slurry ground: A case study13
Comparative study of capillary rise characteristics of saltwater in loose materials12
Review and prospects on research methods of strength failure for shipped bulk granular cargoes12
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
Effect of chemical consolidation on physico-mechanical properties of porous coral reef limestone11
Reduction of dynamic shear modulus of saturated marine sandy silt under complex stress conditions11
Effect of the failure wedge on the pullout capacity of anchors with self-compaction plates11
Equivalent state parameter dependency on gradation properties of medium sand-fines mixtures11
Experimental study of mud erosion at the interface between artificial sand and natural mud layers11
Bearing performance of steel pipe pile in multilayered marine soil using fiber optic technique: A case study11
Investigation of the vertical responses of 2 × 2 square flexible batter pile groups in sand10
A multi-proxy approach for delineation of ferromanganese mineralization from the West Sewell Ridge, Andaman Sea10
Seawater based bio-cementation for calcareous sand improvement in marine environment10
Bearing performance of single-tension-type triple-anchor system for offshore wind turbines10
Numerical study on soil springs stiffnesses of laterally loaded monopiles10
Revitalizing dredged soils through chemical-physical combined method: A feasibility study10
Effect of stage amplitude ratio on dynamic behaviors of sand under wind turbine loading10
Post-cyclic behavior of Haikou marine clay and their predictions using back-propagation neural network model10
Geological characterization and controlling factors of small-scale variations in the cobalt-rich ferromanganese crust deposits10
A study of the undrained monotonic behavior of geotextile reinforced sand-silt mixtures using triaxial tests9
Boosting models for predicting soil compression index of Gulf Coast soils with an interpretability framework9
Compressibility and permeability characteristics of dredged slurry with the skeleton construction effect of superabsorbent polymers9
Consolidation effect of prefabricated radiant drain vacuum preloading technology: A physical model case study9
Load-bearing performance and failure behavior of multi-flange deep cement mixing columns9
Damage identification method of reef limestone concrete structures based on wavelet packet energy variation rate9
Geospatial analysis of scour development in offshore wind farms9
An optimized boosting-based machine learning model for predicting maximum scour depth around spur dikes9
Behavior of lightweight-foamed soil reinforced by waste fishing net and its design guideline8
Design and flow performance analysis of sediment core drilling tools for seafloor drill8
Measuring the sound speed in deep-sea first sediment layer using a high-frequency submersible sub-bottom profiler: Method and sea trial application8
Assessing the performance of winged caisson foundations for offshore wind turbines8
Investigation of sea current velocity and power potential in the North Aegean sea8
Single pile response to uplift load: Computational model and analysis8
Improvements in vacuum preloading for different soils and their clogging mechanisms: A review8
Assessing sandbar morphology in the Nakdong River Estuary using SPOT series satellite imagery7
An analytical model of time-dependent elastoplasticity with hydraulic–mechanical coupling for wellbore stability in hydrate exploitation7
Assessing the shear strength of sand-clay mixtures: A DEM analysis with realistic sand particle shapes7
Salinity Gradient Energy Potential of Mozambique Estuaries7
Progressive failure characteristics of coral reef limestone considering mechanical properties, energy evolution, and structural anisotropy7
Numerical analysis of scale effects and machine learning-based predictions for equilibrium scour depth in large-diameter monopile foundations7
Relationship between resistivity and physical properties of seafloor sediments in the hydrate production test area of the South China Sea7
Electroacoustic performance online measurement under extreme pressure using an 11,000-m transceiver7
Experimental and numerical studies on behavior of upgraded caisson-type quay wall under earthquake loading7
Temperature field study of forced thawing by pipe curtain freezing method in Sanya submarine tunnel7
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
Changes of Yancheng coastline near 20 years based on remote sensing technology7
Application of artificial neural networks for predicting lateral and uplift capacity of buried rectangular box carrying pipelines6
Sustainable ground improvement and hybrid foundation for tank farm on liquefiable coastal deposit: Case study6
Piles’ load distribution in pile raft and pile group under lateral loading6
Longitudinal dynamic characteristics of a defective tapered pile with exposed cap in layered soil6
Predicting uplift capacity of group anchors in sand using 3D FELA and MARS6
Computational instability of sedimentation-consolidation model based on an interaction coefficient6
Study on depth weakening of reinforced concrete piles cutting by abrasive waterjets under submerged conditions6
Lateral response of offshore wind turbine monopile foundations in sloping ground under scour condition6
Dewatering and stress characteristics of stacking geotextile tubes under dry and underwater conditions6
Experimental investigation of scour beneath a pipeline due to tidal currents in a Strait6
Surge and lifting analysis of internal transmission gas–liquid two-phase flow lifting pipe6
Marine geohazards exposed: Uncertainties involved6
Strength estimation of cement-treated marine dredged clay under a wide range of water-to-cement ratio6
A review of submarine landslides associated with rapid sedimentation6
Compression properties of high-water-content dredged slurry treated with fly ash and waste shredded tire6
DSS tests on marine clays for offshore windfarm foundation design6
Influence of calcium-based localized flocculation near drainage body on dredged sludge consolidation under vacuum preloading5
Vacuum preloading techniques for development and innovation of strengthening dredged soft ground: A review5
State parameter governing the mechanical properties of cement-treated clays5
Design of deep-sea chemical data collector for the seafloor observatory network5
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
Fault seal analysis for geological carbon dioxide storage in the Pletmos Basin, offshore South Africa5
Model tests on leveling process of four bucket foundation for offshore wind turbines5
A new modified method of predicting load-settlement behavior for large-diameter helical piles in sand considering nonlinear degradation of soil stiffness5
Pullout capacity of vertical plate anchors in unsaturated clay considering variable surface flow conditions5
Two-way coupling fluid–structure interaction analysis on dynamic response of offshore wind turbine5
Undrained strength prediction for fine-grained soils with various diatom microfossil contents5
Experimental study on dredged slurry treatment with straw as horizonal drains by vacuum preloading5
Numerical evaluation of existing p-y models for the laterally loaded pile in clay5
The pullout capacity of OMNI-Max anchors in sand5
Capacities of tripod bucket foundation under uniaxial and combined loading considering adhesion factor5
Coupled effects of cyclic loading and slope on nearshore pile safety: Insights from model testing5
Vacuum consolidation theory of dredged slurry considering nonlinear clogging behaviors5
Effect of spatial variability of cone penetration resistance on probabilistic axial capacity of pile foundations5
Centrifuge model tests on an anchor pile under cyclic oblique pullout load using transparent sand5
Physical property characterization of the Nakdong River valley sediments in relation to depositional units5
Testing and modeling of chemically induced changes in mechanical characteristics of cement-stabilized sensitive marine clays5
Effect of rubber particles on mechanical properties of calcareous sand under large displacement shear5
Numerical study on undrained multi-directional bearing capacity of hybrid subsea foundation5
Pile group in clay under cyclic lateral loading with emphasis on bending moment: Numerical modelling5
Large-strain rheological consolidation analysis of multi-layered marine soft clays exhibiting natural structural characteristics5
Undrained dynamic behavior of geogrid-reinforced coral sand5
Experimental and analytical study on the bearing capacity of caisson foundation subjected to V - H combined load5
An experimental study of mitigating coastal dune erosion by using bio-carbonization of reactive magnesia cement5
Interfacial bonding properties of the reef limestone anchorage body at different curing ages under the impact of dynamic disturbance5
Experimental study of compression behavior and its correlation with the microstructure of a deep-water sediment5
Failure surface considering the ultimate tensile and compressive capacities of suction caissons in clay5
Large strain consolidation analysis of dredged sludge treated with multilayer PHDs combined with vacuum pressure5
Submarine slope stability during the exploitation of natural gas hydrate from horizontal wells4
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
Hydrodynamic modelling of a stratified estuary: the example of the Neretva River (Croatia)4
Grain size analysis and characterization of sedimentary environment of the surface sediments along the Syrian Coast, Umm al-Tuyour (Latakia)4
Two-dimensional numerical analysis of seepage in an undersea mining area considering hydrochemical corrosion4
Experiment and analysis on dynamic characteristics of marine soft clay4
Effects of local scouring on capacities of monopile-wheel composite foundations in sand under lateral loading4
Primary and secondary compression behavior of dredged clay at low effective stresses4
Cyclic responses of typical seabed materials in two offshore wind farms of China4
Influence of thermal effect on vacuum electro-osmosis of Taizhou dredged sediment4
Marine domestication of Sporosarcina pasteurii induces the precipitation of CaCO 3 to solidify calcareous sand4
Undrained cyclic behavior of under-consolidated soft marine clay with different degrees of consolidation4
A method for eliminating soil plugs during the installation of suction caissons in sand4
Investigation of soil damping for offshore wind turbine monopile-soil system in stiff clay on elastoplastic-damage model4
Predicting the sound speed of seafloor sediments in the Middle area of the Southern Yellow Sea based on a BP neural network model4
A pressure-triggered isobaric sequential liquid sampling system for full-ocean-depth: Design and field deployment4
Analytical study on included angle of double-plate vertically loaded anchors in saturated clay4
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
Influence of fines and gravel particles on strength-dilatancy of river sand: Effect of depositional conditions4
Shear behaviour of sandy soil from Chlef river reinforced with different types of fibres4
Reinforcement treatment of dredging sludge using a novel method of electro-osmosis vacuum preloading4
Diffusion properties and cementitious characteristics of ultrafine cement slurry in coral sand4
Fracture failure characteristics of shallow coral reef under wave dynamic loading4
The undrained behaviour of over-consolidated clay subjected to pure rotation of principal stress directions4
Optimizing the drainage system of subsea tunnels using the PSO algorithm3
Effect of curing stress on the interface property of cement-treated dredged mud and geogrid3
Influence of curing stress on the uniaxial compressive properties of cement-solidified dredged mud columns3
Dynamic analysis of bidirectional oscillations on seabed morphology and pipeline stability under predominant figure-eight trajectories3
Geoacoustic model based on physical property characterization of the southeastern shelf sediments (Korea Strait) of Korea3
Bearing capacity of bucket foundations in silt-over-clay soil condition under combined V-H-M loading3
Effect of slope on lateral bearing capacity of nearshore large-diameter monopiles in cohesive soil3
Experimental investigation on dynamic remediation with solidified soil for scour around offshore wind turbine foundations3
A new method of acceleration of consolidation using a cylindrical cavity expansion in presence of vertical drains3
CFD and machine learning approach based-predictive modeling of scouring below submarine pipeline under wave and current condition3
Lateral behavior of monopiles considering the effects of sand subsidence and densification under lateral cyclic loading3
Novel torpedo pile combining water-jet technology and vibration loading3
Hysteretic foundation damping model for large-diameter monopile supporting offshore wind turbines3
Comparison of frustum confining vessel (FCV) and full-scale testing for helical and expanded piles geotechnical performance3
Experimental evaluation of the effect of pullout velocity on the behavior of multi-plate anchors3
Dynamic properties of dredger fill involved coupling action of initial stress and principal stress rotation3
Numerical and experimental investigation on hydraulic fracturing for offshore wind turbine rock-socketed pile foundation construction3
Post-cyclic undrained behaviour of marine soft clay under cyclic loading with variable confining pressure3
The effect of particle breakage on the dilatancy and shear behavior of marine calcareous and siliceous deposits3
Effect of nearby strip loading on lateral capacity of offshore large-diameter monopiles in clay slope3
The uniqueness of the flow liquefaction line in the submarine bi-directional simple shear condition3
Evaluation of structural formation of granular materials using anisotropy of magnetic susceptibility3
Post-cyclic undrained behavior of marine soft clay subjected to partially drained cyclic loading3
Evaluation of carbon dioxide storage potential in wells of the Bredasdorp Basin offshore South Africa3
Physical mechanism of the variation of longitudinal wave velocity with porosity in seafloor sediments3
Prefabricated vertical drain alleviating clogging mechanism of soft ground by air-boosted vacuum preloading method3
Changing law of permeability coefficient during compression for reconstituted sandy clays3
Compression behavior and microstructure mechanism of GGBS-stabilized dredged clay3
The stability of the submarine slope due to hydrate re-formation3
One-dimensional compressibility of calcareous sand solidified with polyurethane foam adhesive3
Design and hydrodynamic analysis of an automatic deployment device for isolation structure at crossing of offshore oil and gas pipelines3
Experimental study of PVD improved dredged slurry by using vacuum preloading with point type flocculant3
Strength characteristics and microscopic mechanism of FA-GGBS-stabilized dredged clay3
An in-situ portable pore-water sampler for evaluating the vertical distribution in the sediment interface3
Physical model of solid minerals transportation from Arctic shelf seabed using soil-ice bodies3
Machine learning-driven parameter calibration for the FDEM model in weathered rock seabed3
Case study of spudcan punch-through in layered soil with interbedded thin stiff clay3
Effects of lime and polymer flocculants on consolidation behaviours of high-water content sludge3
Long-term deformation and damage analysis of marine clay around seawalls under coupled dynamic-seepage loading3
Failure envelopes of embedded foundations under V-H-M loadings in anisotropic clays using optimised ANFIS algorithms3
Characterization of nano-SiO 2 cemented soil under the coupled effects of dry-wet cycles and chlorination2
Influence of layered degradable straw drainage system on eco-treatment of dredged sludge under vacuum preloading2
Investigation of the transportation characteristics of marine dredged-sediment in pipelines based on experimental pipeline models2
Dynamic interaction of coral sand-pile-superstructure during earthquakes: 3D numerical simulations2
Research on the breakage and fractal characteristics of calcareous sand2
Deformation features and failure mechanism of subsea shield tunnels with different burial depths crossing fault-zone2
Stress distribution of embedded caisson foundation under lateral load based on the continuum approach2
Machine learning-based approach for predicting the consolidation characteristics of soft soil2
Numerical modeling of seismic behavior of Caisson foundation for Offshore Wind Turbines taking into account wave and marine currents forces2
Investigating the cyclic behavior of Konarak carbonate sand–silt mixtures: An energy-based approach2
Experimental study on the microstructural evolution of newly filled slurry during consolidation2
Influence of the installation on the bearing performance of the bucket foundation under combined loading2
Design of the head assembly scheme for the pressure-retaining drilling tool of the seafloor drill and analysis of the flow performance of the valve assembly2
Effect of pile spacing on scour depth in array configurations under steady flow conditions2
Bearing capacity and soil deformation around modified suction caisson in clay under monotonic horizontal loading2
Experimental investigation of effect of anisotropic consolidation on characteristics of liquefaction of saturated coral sand2
Thermodynamic constitutive model of marine soft clay based on energy dissipation theory2
Estimation of maximum void ratio with effect of fines content for soil mixtures2
Analytical method for laterally loaded offshore slender piles near sandy slopes considering slope deformation2
Anisotropic seabed soil failure description and three-dimensional simulation method2
A case study of sandstone reservoir characterization of wells in the Orange Basin, offshore South Africa2
An analytical shear modulus degradation model for carbonate sand supporting marine geostructures2
Catastrophic failure of submarine slopes with elastic shearing zones2
Influence of fine content on undrained monotonic behavior of carbonate sand2
Experimental investigation on treatment of high-water-content dredged slurry with vacuum preloading-airbag pressurization2
Optimization of impeller of deep-sea mining pump for erosive wear reduction based on response surface methodology2
A review on water jet-sediment coupling and critical techniques during deep-sea polymetallic nodules collection2
Turbulence in a wall-wake flow downstream of two horizontal cylinders2
Experimental and numerical studies on lateral bearing characteristics of innovative gravel-filled canister-monopile (GCM) hybrid foundation2
Vertical behavior of a suction caisson using state-dependent sand friction angles2
Study on the influence of spatial variability of soil strength parameters on reliability and slip surfaces of cofferdam slope reinforced by geosynthetic reinforcement2
A modified damage constitutive model of gas hydrate-bearing sediments based on discrete element method2
Impedance inversion of high-frequency Chirp sub-bottom profiles constrained by borehole data2
Numerical investigation on hydrodynamic characteristics of floating breakwater with wings using a coupled SPH method2
Undrained deformation behavior of marine clay under two-way cyclic loading2
Estimating mechanical properties of natural siliceous offshore sands2
Pullout capacity of horizontal circular plates embedded in sand using the method of stress characteristics2
Numerical and experimental study on local scour in front of OWC-BWS under waves2
Spatial distribution characteristics of soil liquefaction potential in the Yellow River Subaquatic Delta, China2
Experimental study of ultra-high backpressure influence on the monotonic mechanical characteristic of silty sand2
Effects of pier inclination angle and direction on local scour at rectangular and circular piers2
Experimental study on static characteristics of the Yellow River silt under (triaxial) consolidated undrained conditions2
Application potential of sodium alginate in plume management engineering for deep-sea mining2
Investigation of composite bucket foundation bearing characteristics in various soil properties2
The study of interaction between deep-sea mining machines and soft sediments based on MBD-DEM coupling2
Acoustic estimation of ferromanganese crust exposure and sediment cover in a Northwest Pacific seamount using statistical analyses of shipboard multibeam acoustic data2
Thermomechanical volume change behavior of deep-water sediment2
Strength improvement of coastal silty deposits using cement and nano-Al 2 O 3 : A geotechnical and microstructural study2
Reliability analysis of submarine slopes in hydrate extraction by depressurization-assisted replacement2
Research on sample preparation of calcareous and silica sand with air pluviation method2
Temperature effect on the axial behaviour of a pipeline buried in soft clay2
Seepage-induced passive earth pressure modification of retaining structures considering composite failure surface2
Corrosion initiation life and lateral bearing capacity of RC square piles considering different corrosion zones2
Influence of impact load on permeability of saturated calcareous sand2
Effect of pile spacing in helical pile groups in soft clays under combined loading2
Three elements of liquefaction risk of liquefiable solid bulk cargoes during sea transport: Critical review2
Dynamic shear modulus and damping ratio of marine silt improved with wasted steel slag2
A modified suction caisson penetrating in clay simulated by large deformation method2
Load envelope concept of offshore wind turbine monopile with the allowed inclined angle in sand2
Effects of graphene oxide on chloride ion penetration and microstructure of coral-sand cement stones2
Study on structural mechanical characteristics and safety warning of NATM tunnel in aquifer2
A novel penetrometer for simulating the track-soil interaction of underwater tracked vehicles2
Performance of deep soft ground improved by straight-line vacuum combined with surcharge preloading: Case study2
Multi-objective optimization design method for marine deepwater relief well 3D trajectory2
Design and hydrodynamic analysis of an automated polymer composite mattress deployment system for offshore oil and gas pipeline protection2
Wave-induced sloping seabed residual response around a buried pipeline2
Correlating severe land subsidence and confined brine aquifer compaction in the Yellow River Delta, China, with Sentinel-1A/1B satellite images2
Influence of the intermittent vibration ratio on the electro-osmotic consolidation of dredged sludge2
Mechanical characterization of calcareous sand reinforced by EICP multivariate tests and synergistic biochar reinforcement2
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