Marine Georesources & Geotechnology

Papers
(The TQCC of Marine Georesources & Geotechnology is 3. 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 2021-05-01 to 2025-05-01.)
ArticleCitations
A laboratory investigation on the effect of crushability on the interface parameters of Hormoz carbonated soil34
Probabilistic seismic analyses of earthen levees with finite element modeling31
Vacuum preloading combined with surcharge preloading method for consolidation of clay-slurry ground: A case study22
Microstructural evolution at sand–structure interface of suction caisson subjected to lateral cyclic loadings21
Experimental investigation on strength characteristics of marine soft clay under monotonic and cyclic loading21
Monotonic simple shear characteristics of K 0 highly over-consolidated and remolded Wenzhou clay20
Physico-chemical characterization of detrital sillimanite and garnet: Insights into REE elements, crystal structure and morphology19
Orthogonal experiment on underwater rock breaking by gas–liquid two-phase jet17
Strength characteristics of marine clay mixed with coal ash and cement with microstructural verification17
3D reconstruction and characterization of reef limestone pores based on optical and acoustic microscopic images17
Design and study of a deep-sea multi-depth in-situ pore water pressure-retaining sampler17
Numerical study on lateral response of piles in sandy slopes employing a hardening soil model16
Dynamic properties and micro-mechanisms of nano-Al 2 O 3 modified cement-stabilized soil under seawater erosion16
Laboratory study on bearing capacity of batter rock-socketed pile group under combined loads15
Development and application of the 3000 m-level multiparameter CPTu in-situ integrated test system15
Geomechanical performances of geocell reinforced retaining wall backfilled with magnesia-based cement stabilized marine fill15
Identifying the pore structure and permeability anisotropy of coral reef limestone based on CT image analysis14
Experimental investigation on cyclic behavior of geogrid-reinforced coral sand from the South China Sea14
Bearing performance of steel pipe pile in multilayered marine soil using fiber optic technique: A case study14
The new comprehensive evaluation system for subsea tunnel site selection: A case study of the Qiongzhou Strait, China14
Comparative study of capillary rise characteristics of saltwater in loose materials14
Shrinkage behaviour of slurry-consolidated and compacted clay soil13
Seawater based bio-cementation for calcareous sand improvement in marine environment13
Regional and fine-scale variability in composition and structure of hydrogenetic ferromanganese crusts: Geological characterization of 25 drill cores from the Marcus-Wake seamounts13
Revitalizing dredged soils through chemical-physical combined method: A feasibility study12
Improved vertical displacement calculation model for immersed tube tunnel considering tidal load12
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
Investigation of the vertical responses of 2 × 2 square flexible batter pile groups in sand11
Review and prospects on research methods of strength failure for shipped bulk granular cargoes10
Post-cyclic behavior of Haikou marine clay and their predictions using back-propagation neural network model10
The pore pressure generation and deformation of overconsolidated soft marine clay considering initial static shear effect10
Effect of stage amplitude ratio on dynamic behaviors of sand under wind turbine loading10
Equivalent state parameter dependency on gradation properties of medium sand-fines mixtures10
Compressibility and permeability characteristics of dredged slurry with the skeleton construction effect of superabsorbent polymers9
Geospatial analysis of scour development in offshore wind farms9
A multi-proxy approach for delineation of ferromanganese mineralization from the West Sewell Ridge, Andaman Sea9
Consolidation effect of prefabricated radiant drain vacuum preloading technology: A physical model case study9
Influence of water pressure on deep subsea tunnel buried within sandy seabed8
Investigation of sea current velocity and power potential in the North Aegean sea8
Strength and microstructural characteristics of cement-solidified salt-rich dredged silt modified by nanoparticles8
Geological characterization and controlling factors of small-scale variations in the cobalt-rich ferromanganese crust deposits8
Behavior of lightweight-foamed soil reinforced by waste fishing net and its design guideline8
A study of the undrained monotonic behavior of geotextile reinforced sand-silt mixtures using triaxial tests7
Measuring the sound speed in deep-sea first sediment layer using a high-frequency submersible sub-bottom profiler: Method and sea trial application7
Assessing the performance of winged caisson foundations for offshore wind turbines7
Relationship between resistivity and physical properties of seafloor sediments in the hydrate production test area of the South China Sea7
Numerical study on soil springs stiffnesses of laterally loaded monopiles7
Experimental and numerical studies on behavior of upgraded caisson-type quay wall under earthquake loading7
Structural and geotechnical aspects of piled raft foundation through numerical analysis7
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
Single pile response to uplift load: Computational model and analysis7
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
Evaluation of the lateral bearing characteristics of composite caisson-pile foundation considering the scour-hole dimensions7
Design and flow performance analysis of sediment core drilling tools for seafloor drill7
Counter-toppling force on the composite pile with injected grout for a precast spur dike6
Electroacoustic performance online measurement under extreme pressure using an 11,000-m transceiver6
Post-cyclic undrained shear behavior of soft marine clay under anisotropic consolidation stress paths6
Strength estimation of cement-treated marine dredged clay under a wide range of water-to-cement ratio6
Piles’ load distribution in pile raft and pile group under lateral loading6
A review of submarine landslides associated with rapid sedimentation6
Application of artificial neural networks for predicting lateral and uplift capacity of buried rectangular box carrying pipelines6
Marine geohazards exposed: Uncertainties involved6
Assessing the shear strength of sand-clay mixtures: A DEM analysis with realistic sand particle shapes6
Sustainable ground improvement and hybrid foundation for tank farm on liquefiable coastal deposit: Case study6
Experimental investigation of scour beneath a pipeline due to tidal currents in a Strait6
Predicting uplift capacity of group anchors in sand using 3D FELA and MARS6
Large strain consolidation analysis of dredged sludge treated with multilayer PHDs combined with vacuum pressure6
Changes of Yancheng coastline near 20 years based on remote sensing technology6
Salinity Gradient Energy Potential of Mozambique Estuaries6
Marine Geology and Sand Resources of the Southern North Carolina Inner Shelf6
Lateral response of offshore wind turbine monopile foundations in sloping ground under scour condition6
Longitudinal dynamic characteristics of a defective tapered pile with exposed cap in layered soil6
Study on depth weakening of reinforced concrete piles cutting by abrasive waterjets under submerged conditions6
Compression properties of high-water-content dredged slurry treated with fly ash and waste shredded tire6
Undrained strength prediction for fine-grained soils with various diatom microfossil contents5
Failure mechanism and lateral bearing capacity of monopile-friction wheel hybrid foundations in soft-over-stiff soil deposit5
An experimental study of mitigating coastal dune erosion by using bio-carbonization of reactive magnesia cement5
DSS tests on marine clays for offshore windfarm foundation design5
Effect of rubber particles on mechanical properties of calcareous sand under large displacement shear5
Undrained dynamic behavior of geogrid-reinforced coral sand5
Vacuum preloading techniques for development and innovation of strengthening dredged soft ground: A review5
Interfacial bonding properties of the reef limestone anchorage body at different curing ages under the impact of dynamic disturbance5
Numerical study on undrained multi-directional bearing capacity of hybrid subsea foundation5
Two-way coupling fluid–structure interaction analysis on dynamic response of offshore wind turbine5
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
Computational instability of sedimentation-consolidation model based on an interaction coefficient5
Capacities of tripod bucket foundation under uniaxial and combined loading considering adhesion factor5
Pile group in clay under cyclic lateral loading with emphasis on bending moment: Numerical modelling5
Model tests on leveling process of four bucket foundation for offshore wind turbines5
Experimental study on dredged slurry treatment with straw as horizonal drains by vacuum preloading5
Experimental and analytical study on the bearing capacity of caisson foundation subjected to V - H combined load5
State parameter governing the mechanical properties of cement-treated clays5
Vacuum consolidation theory of dredged slurry considering nonlinear clogging behaviors5
Surge and lifting analysis of internal transmission gas–liquid two-phase flow lifting pipe5
The pullout capacity of OMNI-Max anchors in sand5
Dewatering and stress characteristics of stacking geotextile tubes under dry and underwater conditions5
Large-strain rheological consolidation analysis of multi-layered marine soft clays exhibiting natural structural characteristics5
Behaviour of a laterally loaded rigid helical pile located on a sloping ground surface4
Elastoplastic constitutive model of coral sand considering particle breakage based on unified hardening parameter4
Physical property characterization of the Nakdong River valley sediments in relation to depositional units4
Submarine slope stability during the exploitation of natural gas hydrate from horizontal wells4
Testing and modeling of chemically induced changes in mechanical characteristics of cement-stabilized sensitive marine clays4
Pullout capacity of vertical plate anchors in unsaturated clay considering variable surface flow conditions4
Shear behaviour of sandy soil from Chlef river reinforced with different types of fibres4
Effect of spatial variability of cone penetration resistance on probabilistic axial capacity of pile foundations4
Cyclic responses of typical seabed materials in two offshore wind farms of China4
Undrained cyclic behavior of under-consolidated soft marine clay with different degrees of consolidation4
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
Centrifuge model tests on an anchor pile under cyclic oblique pullout load using transparent sand4
Influence of fines and gravel particles on strength-dilatancy of river sand: Effect of depositional conditions4
Fault seal analysis for geological carbon dioxide storage in the Pletmos Basin, offshore South Africa4
Primary and secondary compression behavior of dredged clay at low effective stresses4
Influence of thermal effect on vacuum electro-osmosis of Taizhou dredged sediment4
A new modified method of predicting load-settlement behavior for large-diameter helical piles in sand considering nonlinear degradation of soil stiffness4
Experimental study of compression behavior and its correlation with the microstructure of a deep-water sediment4
Failure surface considering the ultimate tensile and compressive capacities of suction caissons in clay4
Marine domestication of Sporosarcina pasteurii induces the precipitation of CaCO 3 to solidify calcareous sand4
Numerical and experimental investigation on hydraulic fracturing for offshore wind turbine rock-socketed pile foundation construction4
A new method of acceleration of consolidation using a cylindrical cavity expansion in presence of vertical drains3
Comparison of frustum confining vessel (FCV) and full-scale testing for helical and expanded piles geotechnical performance3
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
Effect of nearby strip loading on lateral capacity of offshore large-diameter monopiles in clay slope3
Predicting the sound speed of seafloor sediments in the Middle area of the Southern Yellow Sea based on a BP neural network model3
Experiment and analysis on dynamic characteristics of marine soft clay3
Effect of slope on lateral bearing capacity of nearshore large-diameter monopiles in cohesive soil3
Diffusion properties and cementitious characteristics of ultrafine cement slurry in coral sand3
Experimental investigation on dynamic remediation with solidified soil for scour around offshore wind turbine foundations3
A pressure-triggered isobaric sequential liquid sampling system for full-ocean-depth: Design and field deployment3
Hydrodynamic modelling of a stratified estuary: the example of the Neretva River (Croatia)3
Effects of local scouring on capacities of monopile-wheel composite foundations in sand under lateral loading3
Design and hydrodynamic analysis of an automatic deployment device for isolation structure at crossing of offshore oil and gas pipelines3
Post-cyclic undrained behavior of marine soft clay subjected to partially drained cyclic loading3
Dynamic properties of dredger fill involved coupling action of initial stress and principal stress rotation3
Failure envelopes of embedded foundations under V-H-M loadings in anisotropic clays using optimised ANFIS algorithms3
Post-cyclic undrained behaviour of marine soft clay under cyclic loading with variable confining pressure3
Prefabricated vertical drain alleviating clogging mechanism of soft ground by air-boosted vacuum preloading method3
Case study of spudcan punch-through in layered soil with interbedded thin stiff clay3
Physical mechanism of the variation of longitudinal wave velocity with porosity in seafloor sediments3
Geoacoustic model based on physical property characterization of the southeastern shelf sediments (Korea Strait) of Korea3
Model tests on horizontal load-bearing and deformation resistance capacities of pile-bucket foundation in soft seabed soil3
Lateral behavior of monopiles considering the effects of sand subsidence and densification under lateral cyclic loading3
The undrained behaviour of over-consolidated clay subjected to pure rotation of principal stress directions3
Investigation of soil damping for offshore wind turbine monopile-soil system in stiff clay on elastoplastic-damage model3
Two-dimensional numerical analysis of seepage in an undersea mining area considering hydrochemical corrosion3
Compression behavior and microstructure mechanism of GGBS-stabilized dredged clay3
Effect of curing stress on the interface property of cement-treated dredged mud and geogrid3
Effects of lime and polymer flocculants on consolidation behaviours of high-water content sludge3
Changing law of permeability coefficient during compression for reconstituted sandy clays3
An in-situ portable pore-water sampler for evaluating the vertical distribution in the sediment interface3
The effect of particle breakage on the dilatancy and shear behavior of marine calcareous and siliceous deposits3
The stability of the submarine slope due to hydrate re-formation3
Long-term deformation and damage analysis of marine clay around seawalls under coupled dynamic-seepage loading3
Bearing capacity of bucket foundations in silt-over-clay soil condition under combined V-H-M loading3
Optimizing the drainage system of subsea tunnels using the PSO algorithm3
Reinforcement treatment of dredging sludge using a novel method of electro-osmosis vacuum preloading3
Fluid-solid coupling response of shield tunnel lining structure under high water pressure3
Grain size analysis and characterization of sedimentary environment of the surface sediments along the Syrian Coast, Umm al-Tuyour (Latakia)3
Fracture failure characteristics of shallow coral reef under wave dynamic loading3
Experimental evaluation of the effect of pullout velocity on the behavior of multi-plate anchors3
The uniqueness of the flow liquefaction line in the submarine bi-directional simple shear condition3
CFD and machine learning approach based-predictive modeling of scouring below submarine pipeline under wave and current condition3
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