Marine Georesources & Geotechnology

Papers
(The TQCC of Marine Georesources & Geotechnology is 4. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-06-01 to 2025-06-01.)
ArticleCitations
Probabilistic seismic analyses of earthen levees with finite element modeling35
Vacuum preloading combined with surcharge preloading method for consolidation of clay-slurry ground: A case study33
Monotonic simple shear characteristics of K 0 highly over-consolidated and remolded Wenzhou clay22
Microstructural evolution at sand–structure interface of suction caisson subjected to lateral cyclic loadings22
Physico-chemical characterization of detrital sillimanite and garnet: Insights into REE elements, crystal structure and morphology21
3D reconstruction and characterization of reef limestone pores based on optical and acoustic microscopic images20
Development and application of the 3000 m-level multiparameter CPTu in-situ integrated test system19
The new comprehensive evaluation system for subsea tunnel site selection: A case study of the Qiongzhou Strait, China18
Laboratory study on bearing capacity of batter rock-socketed pile group under combined loads18
Experimental investigation on strength characteristics of marine soft clay under monotonic and cyclic loading17
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
Geomechanical performances of geocell reinforced retaining wall backfilled with magnesia-based cement stabilized marine fill17
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 sampler16
A laboratory investigation on the effect of crushability on the interface parameters of Hormoz carbonated soil16
Identifying the pore structure and permeability anisotropy of coral reef limestone based on CT image analysis15
Numerical study on lateral response of piles in sandy slopes employing a hardening soil model15
Comparative study of capillary rise characteristics of saltwater in loose materials15
Experimental investigation on cyclic behavior of geogrid-reinforced coral sand from the South China Sea15
Shrinkage behaviour of slurry-consolidated and compacted clay soil14
Bearing performance of steel pipe pile in multilayered marine soil using fiber optic technique: A case study14
Investigation of the vertical responses of 2 × 2 square flexible batter pile groups in sand13
Review and prospects on research methods of strength failure for shipped bulk granular cargoes13
Evaluation of a cyclic p - y overlay model by large-scale tests for monopiles in sand13
The pore pressure generation and deformation of overconsolidated soft marine clay considering initial static shear effect12
Reduction of dynamic shear modulus of saturated marine sandy silt under complex stress conditions12
Equivalent state parameter dependency on gradation properties of medium sand-fines mixtures12
Improved vertical displacement calculation model for immersed tube tunnel considering tidal load11
Seawater based bio-cementation for calcareous sand improvement in marine environment11
Effect of the failure wedge on the pullout capacity of anchors with self-compaction plates11
Effect of chemical consolidation on physico-mechanical properties of porous coral reef limestone11
Effect of stage amplitude ratio on dynamic behaviors of sand under wind turbine loading10
Comparing pull-out capacity of expandable anchors using discrete/coupled Eulerian element methods versus finite element technique10
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
Revitalizing dredged soils through chemical-physical combined method: A feasibility study10
Geological characterization and controlling factors of small-scale variations in the cobalt-rich ferromanganese crust deposits9
Single pile response to uplift load: Computational model and analysis9
A multi-proxy approach for delineation of ferromanganese mineralization from the West Sewell Ridge, Andaman Sea9
Strength and microstructural characteristics of cement-solidified salt-rich dredged silt modified by nanoparticles9
Investigation of sea current velocity and power potential in the North Aegean sea9
Behavior of lightweight-foamed soil reinforced by waste fishing net and its design guideline9
Numerical study on soil springs stiffnesses of laterally loaded monopiles9
Design and flow performance analysis of sediment core drilling tools for seafloor drill8
Geospatial analysis of scour development in offshore wind farms8
A study of the undrained monotonic behavior of geotextile reinforced sand-silt mixtures using triaxial tests8
Measuring the sound speed in deep-sea first sediment layer using a high-frequency submersible sub-bottom profiler: Method and sea trial application8
Influence of water pressure on deep subsea tunnel buried within sandy seabed8
Experimental and numerical studies on behavior of upgraded caisson-type quay wall under earthquake loading8
Consolidation effect of prefabricated radiant drain vacuum preloading technology: A physical model case study8
Electroacoustic performance online measurement under extreme pressure using an 11,000-m transceiver7
Sustainable ground improvement and hybrid foundation for tank farm on liquefiable coastal deposit: Case study7
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
An analytical model of time-dependent elastoplasticity with hydraulic–mechanical coupling for wellbore stability in hydrate exploitation7
Marine Geology and Sand Resources of the Southern North Carolina Inner Shelf7
Changes of Yancheng coastline near 20 years based on remote sensing technology7
Compression properties of high-water-content dredged slurry treated with fly ash and waste shredded tire7
Relationship between resistivity and physical properties of seafloor sediments in the hydrate production test area of the South China Sea7
Gradient boosting trees with Bayesian optimization to predict activity from other geotechnical parameters7
Structural and geotechnical aspects of piled raft foundation through numerical analysis7
Assessing the shear strength of sand-clay mixtures: A DEM analysis with realistic sand particle shapes7
Salinity Gradient Energy Potential of Mozambique Estuaries7
Counter-toppling force on the composite pile with injected grout for a precast spur dike7
Progressive failure characteristics of coral reef limestone considering mechanical properties, energy evolution, and structural anisotropy7
Assessing sandbar morphology in the Nakdong River Estuary using SPOT series satellite imagery7
Assessing the performance of winged caisson foundations for offshore wind turbines7
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
Experimental investigation of scour beneath a pipeline due to tidal currents in a Strait6
DSS tests on marine clays for offshore windfarm foundation design6
Surge and lifting analysis of internal transmission gas–liquid two-phase flow lifting pipe6
Capacities of tripod bucket foundation under uniaxial and combined loading considering adhesion factor6
Application of artificial neural networks for predicting lateral and uplift capacity of buried rectangular box carrying pipelines6
Study on depth weakening of reinforced concrete piles cutting by abrasive waterjets under submerged conditions6
A review of submarine landslides associated with rapid sedimentation6
Dewatering and stress characteristics of stacking geotextile tubes under dry and underwater conditions6
Numerical evaluation of existing p-y models for the laterally loaded pile in clay6
Failure mechanism and lateral bearing capacity of monopile-friction wheel hybrid foundations in soft-over-stiff soil deposit6
Predicting uplift capacity of group anchors in sand using 3D FELA and MARS6
Marine geohazards exposed: Uncertainties involved6
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
Computational instability of sedimentation-consolidation model based on an interaction coefficient6
The pullout capacity of OMNI-Max anchors in sand6
Post-cyclic undrained shear behavior of soft marine clay under anisotropic consolidation stress paths6
Undrained dynamic behavior of geogrid-reinforced coral sand5
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
Coupled effects of cyclic loading and slope on nearshore pile safety: Insights from model testing5
Failure surface considering the ultimate tensile and compressive capacities of suction caissons in clay5
Model tests on leveling process of four bucket foundation for offshore wind turbines5
State parameter governing the mechanical properties of cement-treated clays5
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
Undrained strength prediction for fine-grained soils with various diatom microfossil contents5
Effect of rubber particles on mechanical properties of calcareous sand under large displacement shear5
An experimental study of mitigating coastal dune erosion by using bio-carbonization of reactive magnesia cement5
Discussion of “Liquefaction susceptibility of beach sand containing plastic fines”, by Hamza Saeed, Zalihe Nalbantoglu & Eris Uygar; Marine Georesources & Geotechnology, DOI: 10.1080/1064119X.5
Interfacial bonding properties of the reef limestone anchorage body at different curing ages under the impact of dynamic disturbance5
Design of deep-sea chemical data collector for the seafloor observatory network5
Vacuum preloading techniques for development and innovation of strengthening dredged soft ground: A review5
Vacuum consolidation theory of dredged slurry considering nonlinear clogging behaviors5
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
Centrifuge model tests on an anchor pile under cyclic oblique pullout load using transparent sand5
Large-strain rheological consolidation analysis of multi-layered marine soft clays exhibiting natural structural characteristics5
Large strain consolidation analysis of dredged sludge treated with multilayer PHDs combined with vacuum pressure5
Undrained cyclic behavior of under-consolidated soft marine clay with different degrees of consolidation4
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
Behaviour of a laterally loaded rigid helical pile located on a sloping ground surface4
Predicting the sound speed of seafloor sediments in the Middle area of the Southern Yellow Sea based on a BP neural network model4
Two-dimensional numerical analysis of seepage in an undersea mining area considering hydrochemical corrosion4
Investigation of soil damping for offshore wind turbine monopile-soil system in stiff clay on elastoplastic-damage model4
Diffusion properties and cementitious characteristics of ultrafine cement slurry in coral sand4
Reinforcement treatment of dredging sludge using a novel method of electro-osmosis vacuum preloading4
Submarine slope stability during the exploitation of natural gas hydrate from horizontal wells4
Influence of fines and gravel particles on strength-dilatancy of river sand: Effect of depositional conditions4
A new modified method of predicting load-settlement behavior for large-diameter helical piles in sand considering nonlinear degradation of soil stiffness4
Physical property characterization of the Nakdong River valley sediments in relation to depositional units4
Analytical study on included angle of double-plate vertically loaded anchors in saturated clay4
Cyclic responses of typical seabed materials in two offshore wind farms of China4
Effects of local scouring on capacities of monopile-wheel composite foundations in sand under lateral loading4
Grain size analysis and characterization of sedimentary environment of the surface sediments along the Syrian Coast, Umm al-Tuyour (Latakia)4
The effect of particle breakage on the dilatancy and shear behavior of marine calcareous and siliceous deposits4
Fracture failure characteristics of shallow coral reef under wave dynamic loading4
A pressure-triggered isobaric sequential liquid sampling system for full-ocean-depth: Design and field deployment4
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
Marine domestication of Sporosarcina pasteurii induces the precipitation of CaCO 3 to solidify calcareous sand4
Experimental study of compression behavior and its correlation with the microstructure of a deep-water sediment4
Effect of spatial variability of cone penetration resistance on probabilistic axial capacity of pile foundations4
Hydrodynamic modelling of a stratified estuary: the example of the Neretva River (Croatia)4
Model tests on horizontal load-bearing and deformation resistance capacities of pile-bucket foundation in soft seabed soil4
A method for eliminating soil plugs during the installation of suction caissons in sand4
Numerical and experimental investigation on hydraulic fracturing for offshore wind turbine rock-socketed pile foundation construction4
The undrained behaviour of over-consolidated clay subjected to pure rotation of principal stress directions4
Shear behaviour of sandy soil from Chlef river reinforced with different types of fibres4
Influence of thermal effect on vacuum electro-osmosis of Taizhou dredged sediment4
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