Marine Georesources & Geotechnology

Papers
(The median citation count of Marine Georesources & Geotechnology is 2. 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 2022-05-01 to 2026-05-01.)
ArticleCitations
Probabilistic seismic analyses of earthen levees with finite element modeling45
Physico-chemical characterization of detrital sillimanite and garnet: Insights into REE elements, crystal structure and morphology28
The new comprehensive evaluation system for subsea tunnel site selection: A case study of the Qiongzhou Strait, China24
Laboratory study on bearing capacity of batter rock-socketed pile group under combined loads23
Orthogonal experiment on underwater rock breaking by gas–liquid two-phase jet23
Identifying the pore structure and permeability anisotropy of coral reef limestone based on CT image analysis21
Numerical study on lateral response of piles in sandy slopes employing a hardening soil model18
Design and study of a deep-sea multi-depth in-situ pore water pressure-retaining sampler17
Quantitative integration of geostatistics and rock physics analysis for uncertainty evaluation in “giddy” field, offshore Niger Delta17
Microstructural evolution at sand–structure interface of suction caisson subjected to lateral cyclic loadings16
Experimental investigation on strength characteristics of marine soft clay under monotonic and cyclic loading15
Experimental investigation on cyclic behavior of geogrid-reinforced coral sand from the South China Sea15
A laboratory investigation on the effect of crushability on the interface parameters of Hormoz carbonated soil15
Mechanical behavior and microstructural insights of bagasse fiber and fly ash-treated dredged clay14
Spatiotemporal analysis and prediction of shoreline dynamics: A comparative study of machine learning and traditional forecasting approach14
3D reconstruction and characterization of reef limestone pores based on optical and acoustic microscopic images14
Monotonic simple shear characteristics of K 0 highly over-consolidated and remolded Wenzhou clay14
Influence of the secondary lining structure types on the structural bearing capacity of submarine shield tunnels14
Comparing pull-out capacity of expandable anchors using discrete/coupled Eulerian element methods versus finite element technique13
Strength characteristics of marine clay mixed with coal ash and cement with microstructural verification13
Dynamic properties and micro-mechanisms of nano-Al 2 O 3 modified cement-stabilized soil under seawater erosion13
Effect of the failure wedge on the pullout capacity of anchors with self-compaction plates13
Geomechanical performances of geocell reinforced retaining wall backfilled with magnesia-based cement stabilized marine fill13
Investigation of the vertical responses of 2 × 2 square flexible batter pile groups in sand13
Vacuum preloading combined with surcharge preloading method for consolidation of clay-slurry ground: A case study13
Effect of chemical consolidation on physico-mechanical properties of porous coral reef limestone12
Revitalizing dredged soils through chemical-physical combined method: A feasibility study12
Workflow for well index calibration using DFN modeling in the near-well region of fractured reservoirs12
Seawater based bio-cementation for calcareous sand improvement in marine environment12
Reduction of dynamic shear modulus of saturated marine sandy silt under complex stress conditions12
Experimental study of mud erosion at the interface between artificial sand and natural mud layers12
Equivalent state parameter dependency on gradation properties of medium sand-fines mixtures12
Evaluation of a cyclic p - y overlay model by large-scale tests for monopiles in sand12
Review and prospects on research methods of strength failure for shipped bulk granular cargoes12
Geological characterization and controlling factors of small-scale variations in the cobalt-rich ferromanganese crust deposits11
Investigation of sea current velocity and power potential in the North Aegean sea11
Bearing performance of single-tension-type triple-anchor system for offshore wind turbines11
Effect of stage amplitude ratio on dynamic behaviors of sand under wind turbine loading11
Post-cyclic behavior of Haikou marine clay and their predictions using back-propagation neural network model10
Compressibility and permeability characteristics of dredged slurry with the skeleton construction effect of superabsorbent polymers10
A multi-proxy approach for delineation of ferromanganese mineralization from the West Sewell Ridge, Andaman Sea10
A study of the undrained monotonic behavior of geotextile reinforced sand-silt mixtures using triaxial tests10
Load-bearing performance and failure behavior of multi-flange deep cement mixing columns9
Numerical study on soil springs stiffnesses of laterally loaded monopiles9
Geospatial analysis of scour development in offshore wind farms9
Boosting models for predicting soil compression index of Gulf Coast soils with an interpretability framework9
Damage identification method of reef limestone concrete structures based on wavelet packet energy variation rate9
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 guideline9
Numerical analysis of scale effects and machine learning-based predictions for equilibrium scour depth in large-diameter monopile foundations8
An analytical model of time-dependent elastoplasticity with hydraulic–mechanical coupling for wellbore stability in hydrate exploitation8
Consolidation effect of prefabricated radiant drain vacuum preloading technology: A physical model case study8
Assessing sandbar morphology in the Nakdong River Estuary using SPOT series satellite imagery8
Relationship between resistivity and physical properties of seafloor sediments in the hydrate production test area of the South China Sea8
Single pile response to uplift load: Computational model and analysis8
Experimental and numerical studies on behavior of upgraded caisson-type quay wall under earthquake loading8
Improvements in vacuum preloading for different soils and their clogging mechanisms: A review8
Strength characteristics and microscopic mechanism of polypropylene fiber and cement-stabilized dredged soil with foaming agent7
Progressive failure characteristics of coral reef limestone considering mechanical properties, energy evolution, and structural anisotropy7
Strength estimation of cement-treated marine dredged clay under a wide range of water-to-cement ratio7
Marine geohazards exposed: Uncertainties involved7
Thermal-hydraulic coupling effects on shear strength and particle breakage of coral sand7
Temperature field study of forced thawing by pipe curtain freezing method in Sanya submarine tunnel7
Changes of Yancheng coastline near 20 years based on remote sensing technology7
Bridge pier scour depth modelling using experimental and machine learning approaches7
Gradient boosting trees with Bayesian optimization to predict activity from other geotechnical parameters7
Assessing the performance of winged caisson foundations for offshore wind turbines7
Design and flow performance analysis of sediment core drilling tools for seafloor drill7
Salinity Gradient Energy Potential of Mozambique Estuaries7
Electroacoustic performance online measurement under extreme pressure using an 11,000-m transceiver7
Straw vertical drains for dredged sludge reinforcement: Influence of filter type and vacuum preloading method6
Compression properties of high-water-content dredged slurry treated with fly ash and waste shredded tire6
The pullout capacity of OMNI-Max anchors in sand6
A review of submarine landslides associated with rapid sedimentation6
Vacuum preloading techniques for development and innovation of strengthening dredged soft ground: A review6
Assessing the shear strength of sand-clay mixtures: A DEM analysis with realistic sand particle shapes6
Undrained dynamic behavior of geogrid-reinforced coral sand6
Influences of clay strain rate and softening effects on the wellhead suction anchor penetration behavior6
Dewatering and stress characteristics of stacking geotextile tubes under dry and underwater conditions6
Lateral response of offshore wind turbine monopile foundations in sloping ground under scour condition6
Predicting uplift capacity of group anchors in sand using 3D FELA and MARS6
Strength characteristics, durability, and microstructure properties of GGBS-PG-CCS stabilized dredged marine silt6
Experimental investigation of scour beneath a pipeline due to tidal currents in a Strait6
DSS tests on marine clays for offshore windfarm foundation design6
Theoretical analysis of local dent for a pressurized pipeline by a wedge-shaped indenter6
Numerical evaluation of existing p-y models for the laterally loaded pile in clay6
Influence of scour hole geometry on lateral bearing capacity of nearshore rigid piles6
Application of artificial neural networks for predicting lateral and uplift capacity of buried rectangular box carrying pipelines6
Effect of water depth on the Archimedean screw dynamics in air–water–sand media: A CFD–DEM study6
Large strain consolidation analysis of dredged sludge treated with multilayer PHDs combined with vacuum pressure6
Sustainable ground improvement and hybrid foundation for tank farm on liquefiable coastal deposit: Case study6
Investigation of mechanical properties of calcareous sand treated with a water-reactive polyurethane using acoustic emission6
Study on depth weakening of reinforced concrete piles cutting by abrasive waterjets under submerged conditions6
Surge and lifting analysis of internal transmission gas–liquid two-phase flow lifting pipe6
Piles’ load distribution in pile raft and pile group under lateral loading6
Experimental study of particle crushing on the small-strain dynamic properties of pre-crushed marine calcareous sands6
Cyclic responses of typical seabed materials in two offshore wind farms of China5
Experimental and analytical study on the bearing capacity of caisson foundation subjected to V - H combine5
Computational instability of sedimentation-consolidation model based on an interaction coefficient5
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
Experimental study on dredged slurry treatment with straw as horizonal drains by vacuum preloading5
Effect of spatial variability of cone penetration resistance on probabilistic axial capacity of pile foundations5
Submarine slope stability during the exploitation of natural gas hydrate from horizontal wells5
A review on the progress and feasibility of helical piles for immersed tube tunnels5
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
An experimental study of mitigating coastal dune erosion by using bio-carbonization of reactive magnesia cement5
Coupled effects of cyclic loading and slope on nearshore pile safety: Insights from model testing5
Experimental study of compression behavior and its correlation with the microstructure of a deep-water sediment5
Vacuum consolidation theory of dredged slurry considering nonlinear clogging behaviors5
Two-way coupling fluid–structure interaction analysis on dynamic response of offshore wind turbine5
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
Experimental investigation on anisotropic behavior of Yellow River silt with different initial water contents and confining pressures5
Coupled acid–salt erosion mechanism of solid waste–based grouting materials for submarine tunnels5
Influence of calcium-based localized flocculation near drainage body on dredged sludge consolidation under vacuum preloading5
Large-strain rheological consolidation analysis of multi-layered marine soft clays exhibiting natural structural characteristics5
Post-cyclic undrained behaviour of marine soft clay under cyclic loading with variable confining pressure4
The uniqueness of the flow liquefaction line in the submarine bi-directional simple shear condition4
Fault seal analysis for geological carbon dioxide storage in the Pletmos Basin, offshore South Africa4
The undrained behaviour of over-consolidated clay subjected to pure rotation of principal stress directions4
Effects of local scouring on capacities of monopile-wheel composite foundations in sand under lateral loading4
Experimental study of PVD improved dredged slurry by using vacuum preloading with point type flocculant4
One-dimensional compressibility of calcareous sand solidified with polyurethane foam adhesive4
Analytical study on included angle of double-plate vertically loaded anchors in saturated clay4
Marine domestication of Sporosarcina pasteurii induces the precipitation of CaCO 3 to solidify calcareous sand4
Influence of slurry pressure-balanced TBM on surrounding rock stability in subsea composite strata4
Testing and modeling of chemically induced changes in mechanical characteristics of cement-stabilized sensitive marine clays4
Predicting dissolved oxygen dynamics in the Bouregreg Estuary (Morocco) using ANN and ANFIS: Role of estuarine mixing and environmental parameters4
Fracture failure characteristics of shallow coral reef under wave dynamic loading4
Dynamic analysis of bidirectional oscillations on seabed morphology and pipeline stability under predominant figure-eight trajectories4
Case study of spudcan punch-through in layered soil with interbedded thin stiff clay4
Long-term deformation and damage analysis of marine clay around seawalls under coupled dynamic-seepage loading4
Grain size analysis and characterization of sedimentary environment of the surface sediments along the Syrian Coast, Umm al-Tuyour (Latakia)4
Diffusion properties and cementitious characteristics of ultrafine cement slurry in coral sand4
The effect of particle breakage on the dilatancy and shear behavior of marine calcareous and siliceous deposits4
A pressure-triggered isobaric sequential liquid sampling system for full-ocean-depth: Design and field deployment4
Effect of curing stress on the interface property of cement-treated dredged mud and geogrid4
Undrained cyclic behavior of under-consolidated soft marine clay with different degrees of consolidation4
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
Hydrodynamic modelling of a stratified estuary: the example of the Neretva River (Croatia)4
Experimental investigation into the solidification effect of nano-TiO 2 regulated microbially-indu4
Compression behavior and microstructure mechanism of GGBS-stabilized dredged clay4
Design and hydrodynamic analysis of an automatic deployment device for isolation structure at crossing of offshore oil and gas pipelines4
Research on gas–liquid–solid three-phase transportation characteristics of vertical pneumatic lifting system based on computational fluid dynamics–discrete element method4
A method for eliminating soil plugs during the installation of suction caissons in sand4
Experiment and analysis on dynamic characteristics of marine soft clay4
Investigation of soil damping for offshore wind turbine monopile-soil system in stiff clay on elastoplastic-damage model4
Two-dimensional numerical analysis of seepage in an undersea mining area considering hydrochemical corrosion4
Predicting the sound speed of seafloor sediments in the Middle area of the Southern Yellow Sea based on a BP neural network model4
Pullout capacity of vertical plate anchors in unsaturated clay considering variable surface flow conditions4
Centrifuge model tests on an anchor pile under cyclic oblique pullout load using transparent sand4
Failure surface considering the ultimate tensile and compressive capacities of suction caissons in clay4
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
Reinforcement treatment of dredging sludge using a novel method of electro-osmosis vacuum preloading4
Experimental evaluation of the effect of pullout velocity on the behavior of multi-plate anchors4
Dynamic mechanical behaviors of submarine clayey-silt hydrate-bearing sediments during hydrate dissociation3
The stability of the submarine slope due to hydrate re-formation3
Study on the influence of spatial variability of soil strength parameters on reliability and slip surfaces of cofferdam slope reinforced by geosynthetic reinforcement3
Dynamic properties of dredger fill involved coupling action of initial stress and principal stress rotation3
Effect of slope on lateral bearing capacity of nearshore large-diameter monopiles in cohesive soil3
Study of the mechanical and calorimetric properties of cement mortar incorporating thermally treated marine sediments3
Strength characteristics and microscopic mechanism of FA-GGBS-stabilized dredged clay3
Multiphysics coupling study on pipeline deviation in the freezing method for submarine tunnel pipe curtains3
Experimental and numerical studies on lateral bearing characteristics of innovative gravel-filled canister-monopile (GCM) hybrid foundation3
Dynamic shear modulus and damping ratio of marine silt improved with wasted steel slag3
Characterization of nano-SiO 2 cemented soil under the coupled effects of dry-wet cycles and chlorination3
Novel torpedo pile combining water-jet technology and vibration loading3
Changing law of permeability coefficient during compression for reconstituted sandy clays3
Investigation of face stability for a subsea shield tunnel in upper-soft and lower-hard strata3
Thermodynamic constitutive model of marine soft clay based on energy dissipation theory3
An in-situ portable pore-water sampler for evaluating the vertical distribution in the sediment interface3
CFD and machine learning approach based-predictive modeling of scouring below submarine pipeline under wave and current condition3
Influence of curing stress on the uniaxial compressive properties of cement-solidified dredged mud columns3
Corrosion initiation life and lateral bearing capacity of RC square piles considering different corrosion zones3
Rheological properties of solidified slurry for scour protection of offshore wind turbines3
Evaluation of structural formation of granular materials using anisotropy of magnetic susceptibility3
Hysteretic foundation damping model for large-diameter monopile supporting offshore wind turbines3
Effect of nearby strip loading on lateral capacity of offshore large-diameter monopiles in clay slope3
Optimizing the drainage system of subsea tunnels using the PSO algorithm3
Experimental investigation on hydraulic–pneumatic hybrid recovery of monopile foundations for offshore wind turbines3
Comparison of frustum confining vessel (FCV) and full-scale testing for helical and expanded piles geotechnical performance3
Experimental study on the microstructural evolution of newly filled slurry during consolidation3
Machine learning-driven parameter calibration for the FDEM model in weathered rock seabed3
Insights into the strength and microstructural characteristics of FA-RHA-stabilized dredged soil at high water content3
Investigation of the transportation characteristics of marine dredged-sediment in pipelines based on experimental pipeline models3
Temperature effect on the axial behaviour of a pipeline buried in soft clay3
Hybrid PSO-ML framework for predicting lateral bearing capacity of nearshore rigid piles in sloping seabed3
A novel penetrometer for simulating the track-soil interaction of underwater tracked vehicles3
Effects of lime and polymer flocculants on consolidation behaviours of high-water content sludge3
Failure envelopes of embedded foundations under V-H-M loadings in anisotropic clays using optimised ANFIS algorithms3
Physical model of solid minerals transportation from Arctic shelf seabed using soil-ice bodies3
A new method of acceleration of consolidation using a cylindrical cavity expansion in presence of vertical drains3
Numerical modeling of seismic behavior of Caisson foundation for Offshore Wind Turbines taking into account wave and marine currents forces3
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
Investigation of the anisotropy of multiangle deposited manufactured sand through DEM modeling with real particle shapes3
Geoacoustic model based on physical property characterization of the southeastern shelf sediments (Korea Strait) of Korea3
Influence of seabed scour pits on riser strain under ocean currents3
Post-cyclic undrained behavior of marine soft clay subjected to partially drained cyclic loading3
A review on water jet-sediment coupling and critical techniques during deep-sea polymetallic nodules collection3
Impedance inversion of high-frequency Chirp sub-bottom profiles constrained by borehole data3
Effect of pile spacing in helical pile groups in soft clays under combined loading3
Experimental and computational analysis of hybrid suction caisson foundation for next-generation offshore wind turbines3
Compression behavior and microstructural evolution of rice husk fiber-cement-stabilized dredged clay at high water content3
Bearing capacity of skirted footings on bedrock under large eccentric loads: Deterministic and probabilistic approaches3
Effects of fines content and density on the static behaviour of silty sand3
Undrained deformation behavior of marine clay under two-way cyclic loading3
Evaluation of carbon dioxide storage potential in wells of the Bredasdorp Basin offshore South Africa3
Experimental investigation on dynamic remediation with solidified soil for scour around offshore wind turbine foundations3
Air injection lifting technology for offshore wind power pile foundation2
Effects of frequency and CSR on dynamic properties of marine clay in drained condition2
Effect of surcharge loading rate on the performance of surcharge–vacuum preloading with prefabricated horizontal drains2
Risk assessment of water inrush for subsea tunnel crossing fault: An interval fuzzy comprehensive evaluation model2
Acoustic estimation of ferromanganese crust exposure and sediment cover in a Northwest Pacific seamount using statistical analyses of shipboard multibeam acoustic data2
Performance of deep soft ground improved by straight-line vacuum combined with surcharge preloading: Case study2
Microscopic mechanisms of coral reef limestone crack propagation2
Mechanical characterization of calcareous sand reinforced by EICP multivariate tests and synergistic biochar reinforcement2
Calibration measurement and application of a dual-probe acoustic measurement method for seafloor sediments2
Research on sample preparation of calcareous and silica sand with air pluviation method2
Undrained permanent deformation characteristics of Yellow River silt under one-way cyclic loads2
Comparison of hydrothermal plume in magmatic-controlled and tectonic-controlled hydrothermal fields along the South Mid-Atlantic Ridge2
Dynamic behavior of geogrid-reinforced coral sand with different consolidation stress ratios2
Effect of loose sand layers within dense sand on the lateral capacity of extra-extra-large monopiles2
Experimental and numerical investigations of eccentric uplift capacity of mat foundation on marine clay seabed2
Seepage-induced passive earth pressure modification of retaining structures considering composite failure surface2
Investigation of composite bucket foundation bearing characteristics in various soil properties2
A modified damage constitutive model of gas hydrate-bearing sediments based on discrete element method2
Dynamic interaction of coral sand-pile-superstructure during earthquakes: 3D numerical simulations2
Investigating the cyclic behavior of Konarak carbonate sand–silt mixtures: An energy-based approach2
Influence of fine content on undrained monotonic behavior of carbonate sand2
An economic block model-based framework to determine design requirements for ferromanganese crust mining systems2
Vertical behavior of a suction caisson using state-dependent sand friction angles2
A bounding surface model of methane hydrate-bearing carbonate sand-silt mixtures2
Influence of layered degradable straw drainage system on eco-treatment of dredged sludge under vacuum preloading2
Experimental study of the strength properties of soft cohesive sediment subject to mechanical vibrations2
Horizontal bearing capacity of monopile in three-dimensional spatially varying soils with linearly increasing mean strength2
Deformation features and failure mechanism of subsea shield tunnels with different burial depths crossing fault-zone2
Three elements of liquefaction risk of liquefiable solid bulk cargoes during sea transport: Critical review2
Turbulence in a wall-wake flow downstream of two horizontal cylinders2
Influence of impact load on permeability of saturated calcareous sand2
Spatial distribution characteristics of soil liquefaction potential in the Yellow River Subaquatic Delta, China2
Strength improvement of coastal silty deposits using cement and nano-Al 2 O 3 : A geotechnical and2
Prediction of stability and deformation for seawalls using RSM-SVR method2
Performance of cut-off walls under long-term vacuum suction: A case study2
Strain localization and shear band evolution of CO 2 -bearing sediments2
Combining multi-source data to identify the paleochannel system in the saltwater intrusion area2
Lateral bearing capacity and rotation center variation for modified suction caisson in saturated sand2
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