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 2022-01-01 to 2026-01-01.)
ArticleCitations
Probabilistic seismic analyses of earthen levees with finite element modeling38
Physico-chemical characterization of detrital sillimanite and garnet: Insights into REE elements, crystal structure and morphology28
Quantitative integration of geostatistics and rock physics analysis for uncertainty evaluation in “giddy” field, offshore Niger Delta23
Development and application of the 3000 m-level multiparameter CPTu in-situ integrated test system22
The new comprehensive evaluation system for subsea tunnel site selection: A case study of the Qiongzhou Strait, China21
Experimental investigation on cyclic behavior of geogrid-reinforced coral sand from the South China Sea21
A laboratory investigation on the effect of crushability on the interface parameters of Hormoz carbonated soil20
Laboratory study on bearing capacity of batter rock-socketed pile group under combined loads20
Orthogonal experiment on underwater rock breaking by gas–liquid two-phase jet20
Influence of the secondary lining structure types on the structural bearing capacity of submarine shield tunnels19
Experimental investigation on strength characteristics of marine soft clay under monotonic and cyclic loading19
Vacuum preloading combined with surcharge preloading method for consolidation of clay-slurry ground: A case study16
Dynamic properties and micro-mechanisms of nano-Al 2 O 3 modified cement-stabilized soil under seawater erosion16
Design and study of a deep-sea multi-depth in-situ pore water pressure-retaining sampler15
3D reconstruction and characterization of reef limestone pores based on optical and acoustic microscopic images15
Numerical study on lateral response of piles in sandy slopes employing a hardening soil model14
Monotonic simple shear characteristics of K 0 highly over-consolidated and remolded Wenzhou clay14
Microstructural evolution at sand–structure interface of suction caisson subjected to lateral cyclic loadings14
Geomechanical performances of geocell reinforced retaining wall backfilled with magnesia-based cement stabilized marine fill14
Identifying the pore structure and permeability anisotropy of coral reef limestone based on CT image analysis14
Investigation of the vertical responses of 2 × 2 square flexible batter pile groups in sand13
Strength characteristics of marine clay mixed with coal ash and cement with microstructural verification13
Effect of the failure wedge on the pullout capacity of anchors with self-compaction plates13
Comparing pull-out capacity of expandable anchors using discrete/coupled Eulerian element methods versus finite element technique13
Reduction of dynamic shear modulus of saturated marine sandy silt under complex stress conditions12
Evaluation of a cyclic p - y overlay model by large-scale tests for monopiles in sand12
Effect of chemical consolidation on physico-mechanical properties of porous coral reef limestone12
Equivalent state parameter dependency on gradation properties of medium sand-fines mixtures12
Revitalizing dredged soils through chemical-physical combined method: A feasibility study12
Experimental study of mud erosion at the interface between artificial sand and natural mud layers12
Bearing performance of single-tension-type triple-anchor system for offshore wind turbines11
Single pile response to uplift load: Computational model and analysis11
Review and prospects on research methods of strength failure for shipped bulk granular cargoes11
Seawater based bio-cementation for calcareous sand improvement in marine environment11
Load-bearing performance and failure behavior of multi-flange deep cement mixing columns11
Effect of stage amplitude ratio on dynamic behaviors of sand under wind turbine loading11
Damage identification method of reef limestone concrete structures based on wavelet packet energy variation rate11
Boosting models for predicting soil compression index of Gulf Coast soils with an interpretability framework10
Compressibility and permeability characteristics of dredged slurry with the skeleton construction effect of superabsorbent polymers10
Numerical study on soil springs stiffnesses of laterally loaded monopiles10
A multi-proxy approach for delineation of ferromanganese mineralization from the West Sewell Ridge, Andaman Sea10
Post-cyclic behavior of Haikou marine clay and their predictions using back-propagation neural network model10
Consolidation effect of prefabricated radiant drain vacuum preloading technology: A physical model case study10
Investigation of sea current velocity and power potential in the North Aegean sea10
Behavior of lightweight-foamed soil reinforced by waste fishing net and its design guideline9
Geological characterization and controlling factors of small-scale variations in the cobalt-rich ferromanganese crust deposits9
An optimized boosting-based machine learning model for predicting maximum scour depth around spur dikes8
Assessing sandbar morphology in the Nakdong River Estuary using SPOT series satellite imagery8
A study of the undrained monotonic behavior of geotextile reinforced sand-silt mixtures using triaxial tests8
Progressive failure characteristics of coral reef limestone considering mechanical properties, energy evolution, and structural anisotropy8
Assessing the performance of winged caisson foundations for offshore wind turbines8
Geospatial analysis of scour development in offshore wind farms8
Relationship between resistivity and physical properties of seafloor sediments in the hydrate production test area of the South China Sea8
Numerical analysis of scale effects and machine learning-based predictions for equilibrium scour depth in large-diameter monopile foundations8
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
Improvements in vacuum preloading for different soils and their clogging mechanisms: A review7
Theoretical analysis of local dent for a pressurized pipeline by a wedge-shaped indenter7
Changes of Yancheng coastline near 20 years based on remote sensing technology7
Gradient boosting trees with Bayesian optimization to predict activity from other geotechnical parameters7
Design and flow performance analysis of sediment core drilling tools for seafloor drill7
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
An analytical model of time-dependent elastoplasticity with hydraulic–mechanical coupling for wellbore stability in hydrate exploitation7
Electroacoustic performance online measurement under extreme pressure using an 11,000-m transceiver7
A review of submarine landslides associated with rapid sedimentation7
Assessing the shear strength of sand-clay mixtures: A DEM analysis with realistic sand particle shapes7
Surge and lifting analysis of internal transmission gas–liquid two-phase flow lifting pipe6
The pullout capacity of OMNI-Max anchors in sand6
Salinity Gradient Energy Potential of Mozambique Estuaries6
Influence of scour hole geometry on lateral bearing capacity of nearshore rigid piles6
Lateral response of offshore wind turbine monopile foundations in sloping ground under scour condition6
Compression properties of high-water-content dredged slurry treated with fly ash and waste shredded tire6
Undrained dynamic behavior of geogrid-reinforced coral sand6
Large strain consolidation analysis of dredged sludge treated with multilayer PHDs combined with vacuum pressure6
Straw vertical drains for dredged sludge reinforcement: Influence of filter type and vacuum preloading method6
Marine geohazards exposed: Uncertainties involved6
Sustainable ground improvement and hybrid foundation for tank farm on liquefiable coastal deposit: Case study6
Study on depth weakening of reinforced concrete piles cutting by abrasive waterjets under submerged conditions6
Computational instability of sedimentation-consolidation model based on an interaction coefficient6
Effect of water depth on the Archimedean screw dynamics in air–water–sand media: A CFD–DEM study6
Numerical evaluation of existing p-y models for the laterally loaded pile in clay6
Dewatering and stress characteristics of stacking geotextile tubes under dry and underwater conditions6
Piles’ load distribution in pile raft and pile group under lateral loading6
Predicting uplift capacity of group anchors in sand using 3D FELA and MARS6
Strength estimation of cement-treated marine dredged clay under a wide range of water-to-cement ratio6
State parameter governing the mechanical properties of cement-treated clays6
An experimental study of mitigating coastal dune erosion by using bio-carbonization of reactive magnesia cement5
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
DSS tests on marine clays for offshore windfarm foundation design5
Investigation of mechanical properties of calcareous sand treated with a water-reactive polyurethane using acoustic emission5
Experimental study on dredged slurry treatment with straw as horizonal drains by vacuum preloading5
Interfacial bonding properties of the reef limestone anchorage body at different curing ages under the impact of dynamic disturbance5
Effect of spatial variability of cone penetration resistance on probabilistic axial capacity of pile foundations5
Large-strain rheological consolidation analysis of multi-layered marine soft clays exhibiting natural structural characteristics5
Strength characteristics, durability, and microstructure properties of GGBS-PG-CCS stabilized dredged marine silt5
Pile group in clay under cyclic lateral loading with emphasis on bending moment: Numerical modelling5
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
Model tests on leveling process of four bucket foundation for offshore wind turbines5
Vacuum consolidation theory of dredged slurry considering nonlinear clogging behaviors5
Pullout capacity of vertical plate anchors in unsaturated clay considering variable surface flow conditions5
Undrained strength prediction for fine-grained soils with various diatom microfossil contents5
Coupled effects of cyclic loading and slope on nearshore pile safety: Insights from model testing5
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
Experimental and analytical study on the bearing capacity of caisson foundation subjected to V - H combine5
Two-way coupling fluid–structure interaction analysis on dynamic response of offshore wind turbine5
Analytical study on included angle of double-plate vertically loaded anchors in saturated clay4
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
Predicting dissolved oxygen dynamics in the Bouregreg Estuary (Morocco) using ANN and ANFIS: Role of estuarine mixing and environmental parameters4
Predicting the sound speed of seafloor sediments in the Middle area of the Southern Yellow Sea based on a BP neural network model4
Testing and modeling of chemically induced changes in mechanical characteristics of cement-stabilized sensitive marine clays4
Fault seal analysis for geological carbon dioxide storage in the Pletmos Basin, offshore South Africa4
Experimental study of compression behavior and its correlation with the microstructure of a deep-water sediment4
Marine domestication of Sporosarcina pasteurii induces the precipitation of CaCO 3 to solidify calcareous sand4
Behaviour of a laterally loaded rigid helical pile located on a sloping ground surface4
A new modified method of predicting load-settlement behavior for large-diameter helical piles in sand considering nonlinear degradation of soil stiffness4
Investigation of soil damping for offshore wind turbine monopile-soil system in stiff clay on elastoplastic-damage model4
Experimental study of PVD improved dredged slurry by using vacuum preloading with point type flocculant4
A method for eliminating soil plugs during the installation of suction caissons in sand4
Failure surface considering the ultimate tensile and compressive capacities of suction caissons in clay4
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
Influence of fines and gravel particles on strength-dilatancy of river sand: Effect of depositional conditions4
Centrifuge model tests on an anchor pile under cyclic oblique pullout load using transparent sand4
Diffusion properties and cementitious characteristics of ultrafine cement slurry in coral sand4
One-dimensional compressibility of calcareous sand solidified with polyurethane foam adhesive4
A pressure-triggered isobaric sequential liquid sampling system for full-ocean-depth: Design and field deployment4
Experiment and analysis on dynamic characteristics of marine soft clay4
Undrained cyclic behavior of under-consolidated soft marine clay with different degrees of consolidation4
Effect of cement on the consolidation behavior of marine clay in comparison with clay minerals4
Submarine slope stability during the exploitation of natural gas hydrate from horizontal wells4
Effect of pile spacing in helical pile groups in soft clays under combined loading3
Numerical modeling of seismic behavior of Caisson foundation for Offshore Wind Turbines taking into account wave and marine currents forces3
Dynamic properties of dredger fill involved coupling action of initial stress and principal stress rotation3
Case study of spudcan punch-through in layered soil with interbedded thin stiff clay3
Evaluation of structural formation of granular materials using anisotropy of magnetic susceptibility3
Study of the mechanical and calorimetric properties of cement mortar incorporating thermally treated marine sediments3
Compression behavior and microstructural evolution of rice husk fiber-cement-stabilized dredged clay at high water content3
Changing law of permeability coefficient during compression for reconstituted sandy clays3
Experimental evaluation of the effect of pullout velocity on the behavior of multi-plate anchors3
Prefabricated vertical drain alleviating clogging mechanism of soft ground by air-boosted vacuum preloading method3
Compression behavior and microstructure mechanism of GGBS-stabilized dredged clay3
Dynamic analysis of bidirectional oscillations on seabed morphology and pipeline stability under predominant figure-eight trajectories3
Rheological properties of solidified slurry for scour protection of offshore wind turbines3
Effects of local scouring on capacities of monopile-wheel composite foundations in sand under lateral loading3
Effects of lime and polymer flocculants on consolidation behaviours of high-water content sludge3
Reinforcement treatment of dredging sludge using a novel method of electro-osmosis vacuum preloading3
Investigation of the anisotropy of multiangle deposited manufactured sand through DEM modeling with real particle shapes3
Comparison of frustum confining vessel (FCV) and full-scale testing for helical and expanded piles geotechnical performance3
Bearing capacity of skirted footings on bedrock under large eccentric loads: Deterministic and probabilistic approaches3
Thermodynamic constitutive model of marine soft clay based on energy dissipation theory3
Corrosion initiation life and lateral bearing capacity of RC square piles considering different corrosion zones3
Design and hydrodynamic analysis of an automatic deployment device for isolation structure at crossing of offshore oil and gas pipelines3
Physical mechanism of the variation of longitudinal wave velocity with porosity in seafloor sediments3
Novel torpedo pile combining water-jet technology and vibration loading3
Experimental investigation on dynamic remediation with solidified soil for scour around offshore wind turbine foundations3
Physical model of solid minerals transportation from Arctic shelf seabed using soil-ice bodies3
Geoacoustic model based on physical property characterization of the southeastern shelf sediments (Korea Strait) of Korea3
Long-term deformation and damage analysis of marine clay around seawalls under coupled dynamic-seepage loading3
Influence of curing stress on the uniaxial compressive properties of cement-solidified dredged mud columns3
The uniqueness of the flow liquefaction line in the submarine bi-directional simple shear condition3
Effect of curing stress on the interface property of cement-treated dredged mud and geogrid3
A new method of acceleration of consolidation using a cylindrical cavity expansion in presence of vertical drains3
Hydrodynamic modelling of a stratified estuary: the example of the Neretva River (Croatia)3
Post-cyclic undrained behavior of marine soft clay subjected to partially drained cyclic loading3
An in-situ portable pore-water sampler for evaluating the vertical distribution in the sediment interface3
The stability of the submarine slope due to hydrate re-formation3
Undrained deformation behavior of marine clay under two-way cyclic loading3
Dynamic shear modulus and damping ratio of marine silt improved with wasted steel slag3
A review on water jet-sediment coupling and critical techniques during deep-sea polymetallic nodules collection3
Strength characteristics and microscopic mechanism of FA-GGBS-stabilized dredged clay3
Experimental and numerical studies on lateral bearing characteristics of innovative gravel-filled canister-monopile (GCM) hybrid foundation3
Fracture failure characteristics of shallow coral reef under wave dynamic loading3
Study on the influence of spatial variability of soil strength parameters on reliability and slip surfaces of cofferdam slope reinforced by geosynthetic reinforcement3
Effect of nearby strip loading on lateral capacity of offshore large-diameter monopiles in clay slope3
Hysteretic foundation damping model for large-diameter monopile supporting offshore wind turbines3
Failure envelopes of embedded foundations under V-H-M loadings in anisotropic clays using optimised ANFIS algorithms3
Optimizing the drainage system of subsea tunnels using the PSO algorithm3
Post-cyclic undrained behaviour of marine soft clay under cyclic loading with variable confining pressure3
Machine learning-driven parameter calibration for the FDEM model in weathered rock seabed3
The effect of particle breakage on the dilatancy and shear behavior of marine calcareous and siliceous deposits3
CFD and machine learning approach based-predictive modeling of scouring below submarine pipeline under wave and current condition3
The undrained behaviour of over-consolidated clay subjected to pure rotation of principal stress directions3
Evaluation of carbon dioxide storage potential in wells of the Bredasdorp Basin offshore South Africa3
Research on gas–liquid–solid three-phase transportation characteristics of vertical pneumatic lifting system based on computational fluid dynamics–discrete element method3
Effect of slope on lateral bearing capacity of nearshore large-diameter monopiles in cohesive soil3
Experimental study on the microstructural evolution of newly filled slurry during consolidation3
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
Research on sample preparation of calcareous and silica sand with air pluviation method2
Performance of cut-off walls under long-term vacuum suction: A case study2
Influence of fine content on undrained monotonic behavior of carbonate sand2
Thermomechanical volume change behavior of deep-water sediment2
Anisotropic seabed soil failure description and three-dimensional simulation method2
Lateral bearing capacity and rotation center variation for modified suction caisson in saturated sand2
Impedance inversion of high-frequency Chirp sub-bottom profiles constrained by borehole data2
Effects of frequency and CSR on dynamic properties of marine clay in drained condition2
Load envelope concept of offshore wind turbine monopile with the allowed inclined angle in sand2
Influence of impact load on permeability of saturated calcareous sand2
Temperature effect on the axial behaviour of a pipeline buried in soft clay2
Dynamic interaction of coral sand-pile-superstructure during earthquakes: 3D numerical simulations2
Effect of pile spacing on scour depth in array configurations under steady flow conditions2
An analytical shear modulus degradation model for carbonate sand supporting marine geostructures2
Analytical method for laterally loaded offshore slender piles near sandy slopes considering slope deformation2
Estimation of maximum void ratio with effect of fines content for soil mixtures2
Experimental investigation on the self-healing effect of coral concrete cracks based on microorganisms2
Three elements of liquefaction risk of liquefiable solid bulk cargoes during sea transport: Critical review2
Spatial distribution characteristics of soil liquefaction potential in the Yellow River Subaquatic Delta, China2
Machine learning-based approach for predicting the consolidation characteristics of soft soil2
Acoustic estimation of ferromanganese crust exposure and sediment cover in a Northwest Pacific seamount using statistical analyses of shipboard multibeam acoustic data2
Seepage-induced passive earth pressure modification of retaining structures considering composite failure surface2
Optimization of impeller of deep-sea mining pump for erosive wear reduction based on response surface methodology2
Effects of graphene oxide on chloride ion penetration and microstructure of coral-sand cement stones2
Vertical behavior of a suction caisson using state-dependent sand friction angles2
Estimating mechanical properties of natural siliceous offshore sands2
Strain localization and shear band evolution of CO 2 -bearing sediments2
Wave-induced sloping seabed residual response around a buried pipeline2
Dynamic behavior of geogrid-reinforced coral sand with different consolidation stress ratios2
Numerical and experimental study on local scour in front of OWC-BWS under waves2
Undrained permanent deformation characteristics of Yellow River silt under one-way cyclic loads2
Investigation of the transportation characteristics of marine dredged-sediment in pipelines based on experimental pipeline models2
Numerical investigation on hydrodynamic characteristics of floating breakwater with wings using a coupled SPH method2
A novel penetrometer for simulating the track-soil interaction of underwater tracked vehicles2
Investigating the cyclic behavior of Konarak carbonate sand–silt mixtures: An energy-based approach2
Microstructural and strength behavior of dredged clay stabilized with lime and eggshell powder2
Design and hydrodynamic analysis of an automated polymer composite mattress deployment system for offshore oil and gas pipeline protection2
Characterization of nano-SiO 2 cemented soil under the coupled effects of dry-wet cycles and chlorination2
Correlating severe land subsidence and confined brine aquifer compaction in the Yellow River Delta, China, with Sentinel-1A/1B satellite images2
Bearing capacity and soil deformation around modified suction caisson in clay under monotonic horizontal loading2
Turbulence in a wall-wake flow downstream of two horizontal cylinders2
Strength improvement of coastal silty deposits using cement and nano-Al 2 O 3 : A geotechnical and microstructural study2
Deformation features and failure mechanism of subsea shield tunnels with different burial depths crossing fault-zone2
Experimental study on static characteristics of the Yellow River silt under (triaxial) consolidated undrained conditions2
The study of interaction between deep-sea mining machines and soft sediments based on MBD-DEM coupling2
Calibration measurement and application of a dual-probe acoustic measurement method for seafloor sediments2
Mathematic modeling and CFD simulation of the sedimentation process in a TSHD2
Influence of the installation on the bearing performance of the bucket foundation under combined loading2
Experimental investigation on treatment of high-water-content dredged slurry with vacuum preloading-airbag pressurization2
An economic block model-based framework to determine design requirements for ferromanganese crust mining systems2
Experimental investigation of effect of anisotropic consolidation on characteristics of liquefaction of saturated coral sand2
A modified damage constitutive model of gas hydrate-bearing sediments based on discrete element method2
Experimental study of ultra-high backpressure influence on the monotonic mechanical characteristic of silty sand2
Influence of layered degradable straw drainage system on eco-treatment of dredged sludge under vacuum preloading2
Application potential of sodium alginate in plume management engineering for deep-sea mining2
Performance of deep soft ground improved by straight-line vacuum combined with surcharge preloading: Case study2
Reliability analysis of submarine slopes in hydrate extraction by depressurization-assisted replacement2
Investigation of composite bucket foundation bearing characteristics in various soil properties2
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