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 2020-11-01 to 2024-11-01.)
ArticleCitations
Application of microbially induced calcium carbonate precipitation (MICP) in sand embankments for scouring/erosion control24
Physical and mechanical properties of calcareous soils: A review23
Engineering application of microbial self-healing concrete in lock channel wall22
Numerical investigation on pullout capacity of helical piles under combined loading in spatially random clay22
Rapid treatment of high-water-content dredged slurry using composite flocculant and PHD-facilitated vacuum21
Study on shear behavior of coral reef limestone–concrete interface20
Failure mode of monopile foundation for offshore wind turbine in soft clay under complex loads19
Bearing capacity of conical footing on anisotropic and heterogeneous clays using FEA and ANN17
Pile group in clay under cyclic lateral loading with emphasis on bending moment: Numerical modelling16
Failure mechanism and lateral bearing capacity of monopile-friction wheel hybrid foundations in soft-over-stiff soil deposit16
Pile group in clay subjected to cyclic lateral load: Numerical modelling and design recommendation15
Large-scale triaxial tests of reinforced coral sand with different grain size distributions14
Analysis of shoreline change between inlets along the coast of Chennai, India14
Sequential minimal optimization for local scour around bridge piers14
Comparison of different treatment methods on macro-micro characteristics of Yellow River silt solidified by MICP technology13
Shear behavior of polyurethane foam adhesive improved calcareous sand under large-scale triaxial test13
Optimization and design of pre-reinforcement for a subsea tunnel crossing a fault fracture zone13
An energy-based model for the generation of excess pore water pressure in saturated coral sand12
Improved vertical displacement calculation model for immersed tube tunnel considering tidal load12
The evolution and influence of particle breakage on the compression behavior of calcareous sand12
The pore pressure generation and deformation of overconsolidated soft marine clay considering initial static shear effect12
Comparisons on liquefaction behavior of saturated coral sand and quartz sand under principal stress rotation12
Effect of porewater salinity on compression behaviors and hydraulic conductivity of soft marine clay12
Experimental study on static characteristics of the Yellow River silt under (triaxial) consolidated undrained conditions11
Numerical and analytical study on uplift capacity of under-reamed piles in sand11
Structural and geotechnical aspects of piled raft foundation through numerical analysis11
A new method for risk assessment of water inrush in a subsea tunnel crossing faults11
Fore-aft and the side-to-side response of monopile supported offshore wind turbine in liquefiable soil11
Dewatering of Golden Horn sludge with geotextile tube and determination of optimum operating conditions: A novel approach10
Stress–strain behavior of marine calcareous soil-tire mixtures10
Comprehensive evaluation on magnesium potassium phosphate cement-mineral additive stabilized waste sludge10
Wavelet decomposition and deep learning of altimetry waveform retracking for Lake Urmia water level survey10
Seawater based bio-cementation for calcareous sand improvement in marine environment10
Study on the mechanical properties of coral sands with different particle gradations10
Experimental observation of turbulent structure at region surrounding the mid-channel braid bar10
Comparisons of cyclic response and reconsolidation volumetric strain of saturated coral sand and siliceous sand9
CPT-based analysis of structured soil characteristics and liquefaction failure of the Yellow River Subaquatic Delta9
Alterations of physical properties and microstructure of marine diatomite owing to variation of diatom content9
The study on dynamic shear modulus and damping ratio of marine soils based on dynamic triaxial test9
Impacts of soft soil compaction and groundwater extraction on subsidence in the Yellow River Delta9
Engineering performance and microstructure characteristics of natural marine sediment stabilized with quicklime-activated GGBS under different lime proportions9
Elastoplastic constitutive model of coral sand considering particle breakage based on unified hardening parameter9
Deformation characteristics of natural river sand under compression loading incorporating extreme particle diameters impacts9
Post-cyclic undrained shear behavior of soft marine clay under anisotropic consolidation stress paths9
Experiment and discrete element modeling of particle breakage in coral sand under triaxial compression conditions9
Numerical investigations on load transfer of mooring line considering chain–seabed dynamic interaction9
Study on structural mechanical characteristics and safety warning of NATM tunnel in aquifer8
Impact of salinity on strength and microstructure of cement-treated Champlain Sea clay8
Predicting the compaction parameters of solidified dredged fine sediments with statistical approach8
Coral reef pore recognition and feature extraction based on borehole image8
Three dimensional undrained bearing capacity analysis of laterally loaded pile in heterogeneous marine deposits8
Microscopic mechanisms of coral reef limestone crack propagation8
Semi-empirical correlation of shear wave velocity prediction in the Yellow River Delta based on CPT7
Quantitative appraisal of naturalistic/anthropic shoreline shifts for hurghada: Egypt7
Liquefaction susceptibility of beach sand containing plastic fines7
Effect of confined boundary and mud-layers on depressurization-based gas recovery and land subsidence in hydrate reservoirs7
Effect of slope on lateral bearing capacity of nearshore large-diameter monopiles in cohesive soil7
Effects of helix shapes and locations on compression capacity of helical piles for offshore foundations7
Regional and fine-scale variability in composition and structure of hydrogenetic ferromanganese crusts: Geological characterization of 25 drill cores from the Marcus-Wake seamounts7
Relevant data-based approach upon reliable safety factor for pile axial capacity7
Comparison of performance of single- and double-core prefabricated vertical drains for thick reclaimed ground improvement7
Study on bearing characteristics of marine subsoil for semi-rigid immersed tunnel7
Undrained failure envelope for skirted spudcan foundations in clay under combined loading7
Analysis method for consolidation of soil under vacuum preloading assisted by air booster6
Introducing expandable mechanical plate anchors for onshore and offshore anchoring6
Strength and structural variations in dredger fill subjected to vacuum dynamic consolidation6
Reasonable application range of flocculation–solidification combined method in treatment of hydraulically dredged mud slurry6
State parameter governing the mechanical properties of cement-treated clays6
Application and design method of dredging sludge ground treated via prefabricated radiant drain vacuum preloading6
Responses of suction buckets subjected to sustained vertical uplift loads in sand6
Effect of surcharge loading rate on the performance of surcharge–vacuum preloading with prefabricated horizontal drains6
Reliability analysis of laterally loaded piles in marine environments considering the degradation of flexural rigidity6
Fluid-solid coupling response of shield tunnel lining structure under high water pressure6
Fracture toughness measurements of soft sediments based on gas injection tests6
Experimental investigation on cyclic behavior of geogrid-reinforced coral sand from the South China Sea6
Stress distribution of embedded caisson foundation under lateral load based on the continuum approach5
Effect of pile inclination on the lateral deformation behaviour of pipe piles in calcareous sand5
A new method to predict the bearing capacity–penetration curve of spudcans in multi-layered clay soils5
Investigation on rheological and strength characteristics of cement-treated dredged materials5
Causes of the different behaviour against erosion: Study case of the Benidorm Beaches (1956–2021)5
Primary and secondary compression behavior of dredged clay at low effective stresses5
Oil leaking and seeping site in the Persian Gulf detected and studied by satellite observations5
Evaluation of the soil characteristic parameters of the Yellow River Subaqueous Delta using CPT5
Bearing failure mechanism of rock-socketed monopile foundation for offshore wind turbine in weathered-granite seabed5
Ultimate lateral resistance of piles in sand based on the modified strain wedge model5
Consolidation behavior and microstructure properties of cement-treated dredged soil during the stress curing5
Simulation of runout behavior of submarine debris flows over regional natural terrain considering material softening5
Impacts of organic matter and loading methods on one-dimensional compression behavior of calcareous sand5
Strength estimation of cement-treated marine dredged clay under a wide range of water-to-cement ratio5
Influence of thermal effect on vacuum electro-osmosis of Taizhou dredged sediment5
Effect of nano-modification and fiber-reinforcement on mechanical behavior of cement-stabilized dredged sediment5
Bearing performance of steel pipe pile in multilayered marine soil using fiber optic technique: A case study5
Dynamic response of the heterogeneous deep-sea sediment with nonlinear gradient modulus to mining machine loading5
Capacities of tripod bucket foundation under uniaxial and combined loading considering adhesion factor5
Comprehensive approach for scour modelling using artificial intelligence5
Effect of nearby strip loading on lateral capacity of offshore large-diameter monopiles in clay slope5
Shear behaviour of sandy soil from Chlef river reinforced with different types of fibres5
Calculation method and mechanism of ultimate side resistance of screw pile5
Effect of organic matter content on Atterberg limits and undrained shear strength of river sediment4
Research on anchoring force of the deep-sea stratum drilling robot4
Calibration and application of high-frequency submersible sub-bottom profiler for deep-sea surficial sediment measurement4
Importance of appropriate segmentation in pore structure analysis of coral reef limestone from CT images4
A three-dimensional DEM modelling of triaxial test on gas hydrate-bearing sediments considering flexible boundary condition4
Influence of curing stress on compression characteristic of cement-treated dredged slurry at high water contents4
A step-by-step relinquishment method for cobalt-rich crusts: a case study on Caiqi Guyot, Pacific Ocean4
Effect of particle size and particle distribution pattern on dynamic behavior of cemented calcareous sand4
Geotechnical properties of marine dredger fill with different particle size4
Soil restraint on buried pipelines during oblique relative movements in sand4
Developing a prediction model for segment joint opening in an underwater shield tunnel4
Measuring the sound speed in deep-sea first sediment layer using a high-frequency submersible sub-bottom profiler: Method and sea trial application4
Behaviour of a laterally loaded rigid helical pile located on a sloping ground surface4
Fractal analysis of muddy submarine channel slope instability from sub-bottom profile images4
Experimental investigation and optimization of polymetallic nodule mining by mechanical pick-up device on deep-sea using RSM4
Effect of pile spacing in helical pile groups in soft clays under combined loading4
The behavior of monopile embedded in sand under scour and cyclic loading conditions4
A framework of analytical methods for horizontal behaviours of monopiles under V-H-M loads in sand4
Influence of fine content on undrained monotonic behavior of carbonate sand4
Ultimate pullout capacity of single vertical plate anchors in sand4
Influence of surface roughness on the adhesion force between the titanium plate and deep-sea sediment4
Influence of water pressure on deep subsea tunnel buried within sandy seabed4
Undular surges interaction with a vertical wall4
Quantification of turbulent flow anisotropy in an alluvial channel mining pit4
Site-specific response of a 5 MW offshore wind turbine for Gujarat Coast of India4
Analytical solution for sheet-pile groin vibrations under tidal bore excitation4
Vacuum preloading combined with surcharge preloading method for consolidation of clay-slurry ground: A case study4
Effects of salt and pH on microstructure and physico-mechanical behaviors of clay sediments:A references review4
Machine learning-based approach for predicting the consolidation characteristics of soft soil4
Lateral behavior of monopiles considering the effects of sand subsidence and densification under lateral cyclic loading3
Numerical and experimental investigation on hydraulic fracturing for offshore wind turbine rock-socketed pile foundation construction3
Strength and microstructural characteristics of cement-solidified salt-rich dredged silt modified by nanoparticles3
Undrained cyclic behavior of under-consolidated soft marine clay with different degrees of consolidation3
Capacity of double-plate vertically loaded anchor in saturated marine fine sand3
Evaluating the behavior of expandable multi-plate mechanical anchors in granular soils3
Effects of frequency and CSR on dynamic properties of marine clay in drained condition3
3D reconstruction and characterization of reef limestone pores based on optical and acoustic microscopic images3
The evolution and runup of nonbreaking undular surges3
Influence factors of extraction behavior of modified suction caisson in sand by reverse pumping water3
Effect of complex-grain-size curves on shear modulus degradation of calcareous sand3
Optimization of impeller of deep-sea mining pump for erosive wear reduction based on response surface methodology3
Model tests on horizontal load-bearing and deformation resistance capacities of pile-bucket foundation in soft seabed soil3
Consolidation effect of prefabricated radiant drain vacuum preloading technology: A physical model case study3
Mechanical properties and micromechanics of graphene oxide modified calcareous sand-cement mortar3
Experimental study on liquefaction characteristics of saturated marine coral sand based on dissipated energy evaluation3
Geomechanical performances of geocell reinforced retaining wall backfilled with magnesia-based cement stabilized marine fill3
Development and application of the 3000 m-level multiparameter CPTu in-situ integrated test system3
Prediction of shear stress induced by shoaling internal solitary waves based on machine learning method3
Dynamic interaction of coral sand-pile-superstructure during earthquakes: 3D numerical simulations3
Marine Geology and Sand Resources of the Southern North Carolina Inner Shelf3
The deformation behaviour of an anisotropically consolidated kaolin clay under lateral cyclic loading3
The effect of particle breakage on the dilatancy and shear behavior of marine calcareous and siliceous deposits3
Analysis of wave-induced submarine landslides in nearly saturated sediments at intermediate water depths3
Experimental study on piled ring foundation resting on RDFS cushion overlying soft clay3
Experimental study on the effects of particle grading on lime-treated slurry with vacuum preloading3
Investigation of the vertical responses of 2 × 2 square flexible batter pile groups in sand3
Design and study of a deep-sea multi-depth in-situ pore water pressure-retaining sampler3
Electrokinetic stabilization of marine clayey soil using magnesium chloride solution: A green soil stabilizer3
Investigation of scour effects on the vertical bearing capacity of suction caissons considering stress history3
Effect of initial deviatoric stress on anisotropy of marine clay during principal stress rotation3
CPT-Based evaluation of sediment characteristics and effective internal friction angle in the yellow river estuary3
Optimizing the drainage system of subsea tunnels using the PSO algorithm3
Post-cyclic undrained behavior of marine soft clay subjected to partially drained cyclic loading2
Assessment of coastal inundation cost due to future sea level rise: A case study for Kuwait2
Changing law of permeability coefficient during compression for reconstituted sandy clays2
Predicting the sound speed of seafloor sediments in the Middle area of the Southern Yellow Sea based on a BP neural network model2
Three elements of liquefaction risk of liquefiable solid bulk cargoes during sea transport: Critical review2
Marine geohazards exposed: Uncertainties involved2
Introducing ring collars and effective spiral threading elevation for cylindrical pier scour control2
The uniqueness of the flow liquefaction line in the submarine bi-directional simple shear condition2
Shale-gas potential from Cretaceous succession in South Africa’s Orange Basin: Insights from integrated geochemical evaluations2
Discrete element numerical analysis for bearing characteristics of coral sand foundation considering particle breakage2
Catastrophic failure of submarine slopes with elastic shearing zones2
Microstructural evolution at sand–structure interface of suction caisson subjected to lateral cyclic loadings2
Analytical solutions for lateral global buckling of deep-sea pipelines based on multi-stage soil resistance model2
Experimental study on hydraulic characteristics of new ecological slope protection structure2
Experimental and numerical analysis of the under-reamed piled ring foundation2
Undrained dynamic behavior of geogrid-reinforced coral sand2
Experimental and numerical study on lateral response of pile-group for offshore wind turbines in sand2
Stability assessment of coastal clay slopes considering strength nonlinearity and sea level drawdown2
Improvement of marine slurry by vacuum preloading and air-booster via a reverse prefabricated vertical drain2
Field instrumentation and evaluation of ground treatment by combined air-booster and straight-line vacuum preloading without sand2
Experimental study on the mechanical behavior of EICP-casein-treated calcareous sand2
Design of deep-sea chemical data collector for the seafloor observatory network2
Influence of cyclic deviator stress and consolidation degree on permanent strain of “under-consolidated” marine sediment2
Comparison of frustum confining vessel (FCV) and full-scale testing for helical and expanded piles geotechnical performance2
Assessing relative density of carbonate granular soil via dynamic cone penetration field and model tests2
Spatial distribution characteristics of soil liquefaction potential in the Yellow River Subaquatic Delta, China2
Reduction of dynamic shear modulus of saturated marine sandy silt under complex stress conditions2
Correlating severe land subsidence and confined brine aquifer compaction in the Yellow River Delta, China, with Sentinel-1A/1B satellite images2
A probabilistic strategy to evaluate scour around bridge deepwater foundations considering a reliability assessment2
Water inflow prediction and waterproof-drainage system optimization in undersea tunnel2
Lateral free vibration of rectangular barrettes subjected to vertical loading2
Time-dependent strength behavior of dredged clays at low effective stresses2
Assessing the performance of winged caisson foundations for offshore wind turbines2
Behavior of offshore dike using non-uniform geotextile mats on clay-overlaying-sand soil deposits2
Inversion of the sediment sound velocity in the Northern South China Sea2
Tidal inlet morphodynamics through numerical prediction and measurements2
Experimental and numerical evaluations of load settlement response of helical piles in soft clay2
A field test scrutiny on bearing mechanism of super-long bored piles in deep fine silty sand layers2
Mathematic modeling and CFD simulation of the sedimentation process in a TSHD2
Sustainable hard and soft measures for coastal protection – Case studies along the Indian Coast2
Undrained anisotropic behaviour of K0-consolidated marine clay under cyclic stresses2
Experimental investigation of monopile in overconsolidated marine clay subjected to multiple cyclic lateral loading events2
A review on drainage of dredged marine soils: Advances and prospects2
Characteristics of shear waves in shallow seafloor sediment in the Middle Southern Yellow Sea2
Research on cobalt-rich crust cutting modes by deep-sea mining vehicle and cutting performance evaluation2
Experimental study on shear strength characteristics of mud construction waste lightweight soil2
Cement replacement with brick powder and concrete powder in sludge solidification2
Experimental study of the strength properties of soft cohesive sediment subject to mechanical vibrations2
Investigation of composite bucket foundation bearing characteristics in various soil properties2
Research on cobalt-rich-crust cutting mechanism of conical picks under different types of joints conditions2
Failure criterion of double-plate vertically loaded anchor in saturated marine fine sand under monotonic loading2
Bearing capacity and soil deformation around modified suction caisson in clay under monotonic horizontal loading2
A laboratory investigation on the effect of crushability on the interface parameters of Hormoz carbonated soil2
Experience from installation of two suction bucket jacket foundations in layered soils2
Orthogonal experiment on underwater rock breaking by gas–liquid two-phase jet2
Effects of frequencies on the cyclic behavior of marine soft clay under different consolidated stress paths2
Numerical modelling of the seismic response of gentle slopes in Southeastern Brazil2
A modified damage constitutive model of gas hydrate-bearing sediments based on discrete element method2
Bearing capacity of bucket foundations in silt-over-clay soil condition under combined V-H-M loading2
Cyclic behaviour of stratified soil under liquefied states2
Hydrodynamic modelling of a stratified estuary: the example of the Neretva River (Croatia)2
Behaviour of electroosmotic consolidation by electrode configuration and fracture grouting1
Pullout capacity of vertical plate anchors in unsaturated clay considering variable surface flow conditions1
A new modified method of predicting load-settlement behavior for large-diameter helical piles in sand considering nonlinear degradation of soil stiffness1
Dynamic shear modulus and damping ratio of marine silt improved with wasted steel slag1
Scheme design and flow performance analysis of double-bits combination wire-line coring technology for seafloor drill1
Design of nodule-lifting apparatus of seabed mining electric vehicle considering physical properties of polymetallic nodules1
Evaluation of structural formation of granular materials using anisotropy of magnetic susceptibility1
Experimental investigation on strength characteristics of marine soft clay under monotonic and cyclic loading1
Failure surface considering the ultimate tensile and compressive capacities of suction caissons in clay1
Review and prospects on research methods of strength failure for shipped bulk granular cargoes1
A novel penetrometer for simulating the track-soil interaction of underwater tracked vehicles1
Temperature effect on the axial behaviour of a pipeline buried in soft clay1
Experimental study on reinforcement of marine clay by artificial hard shell layer composite foundation1
Study on fractional-order elastic-plastic constitutive model of river silt based on critical state theory1
Deformation features and failure mechanism of subsea shield tunnels with different burial depths crossing fault-zone1
Physico-chemical characterization of detrital sillimanite and garnet: Insights into REE elements, crystal structure and morphology1
Strength characteristics of marine clay mixed with coal ash and cement with microstructural verification1
An experimental study of mitigating coastal dune erosion by using bio-carbonization of reactive magnesia cement1
Effect of spatial variability of cone penetration resistance on probabilistic axial capacity of pile foundations1
Discussion of “Liquefaction susceptibility of beach sand containing plastic fines”, by Hamza Saeed, Zalihe Nalbantoglu & Eris Uygar; Marine Georesources & Geotechnology, DOI: 10.1080/1064119X.1
Effect of surface roughness characteristics on the uplift capacity of piles: A physical modelling study1
P-Y curves for laterally loaded single piles: Numerical validation1
Experimental study on the lateral distribution of the sidewall friction of large and deep-water caissons1
Numerical study on lateral response of piles in sandy slopes employing a hardening soil model1
Combining multi-source data to identify the paleochannel system in the saltwater intrusion area1
Effect of aqueous environment on sedimentation of dredged mud and kaolinite1
Study on the influence of spatial variability of soil strength parameters on reliability and slip surfaces of cofferdam slope reinforced by geosynthetic reinforcement1
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.2021.19374111
Revitalizing dredged soils through chemical-physical combined method: A feasibility study1
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