Marine Georesources & Geotechnology

(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 2020-07-01 to 2024-07-01.)
Optimization design of a honeycomb-hole submarine pipeline under a hydrodynamic landslide impact27
Application of microbially induced calcium carbonate precipitation (MICP) in sand embankments for scouring/erosion control23
Physical and mechanical properties of calcareous soils: A review21
Engineering application of microbial self-healing concrete in lock channel wall20
Rapid treatment of high-water-content dredged slurry using composite flocculant and PHD-facilitated vacuum20
Numerical investigation on pullout capacity of helical piles under combined loading in spatially random clay19
Study on shear behavior of coral reef limestone–concrete interface18
Failure mode of monopile foundation for offshore wind turbine in soft clay under complex loads17
Pile group in clay under cyclic lateral loading with emphasis on bending moment: Numerical modelling16
Flocculant effects on fluidity and strength behavior of cemented dredged clay with high water content15
Failure mechanism and lateral bearing capacity of monopile-friction wheel hybrid foundations in soft-over-stiff soil deposit15
Discussion: A review on the behaviour of helical piles as a potential offshore foundation system14
Analysis of shoreline change between inlets along the coast of Chennai, India14
Bearing capacity of conical footing on anisotropic and heterogeneous clays using FEA and ANN13
Characterization and prediction for the strength development of cement stabilized dredged sediment13
Pile group in clay subjected to cyclic lateral load: Numerical modelling and design recommendation13
A new method for risk assessment of water inrush in a subsea tunnel crossing faults12
Comparisons on liquefaction behavior of saturated coral sand and quartz sand under principal stress rotation12
Comparison of different treatment methods on macro-micro characteristics of Yellow River silt solidified by MICP technology12
Shear behavior of polyurethane foam adhesive improved calcareous sand under large-scale triaxial test12
The pore pressure generation and deformation of overconsolidated soft marine clay considering initial static shear effect12
Sequential minimal optimization for local scour around bridge piers12
Improved vertical displacement calculation model for immersed tube tunnel considering tidal load12
Structural and geotechnical aspects of piled raft foundation through numerical analysis11
Optimization and design of pre-reinforcement for a subsea tunnel crossing a fault fracture zone11
3D coupled mechanical and hydraulic modeling of geosynthetic encased stone column-supported embankment over soft clay11
The influence of organic matter on the strength development of cement-stabilized marine soft clay11
Large-scale triaxial tests of reinforced coral sand with different grain size distributions10
Wavelet decomposition and deep learning of altimetry waveform retracking for Lake Urmia water level survey10
Stress–strain behavior of marine calcareous soil-tire mixtures10
Dewatering of Golden Horn sludge with geotextile tube and determination of optimum operating conditions: A novel approach10
Combined stabilization/solidification and electroosmosis treatments for dredged marine silt10
Numerical and analytical study on uplift capacity of under-reamed piles in sand10
The evolution and influence of particle breakage on the compression behavior of calcareous sand10
Experimental observation of turbulent structure at region surrounding the mid-channel braid bar10
An energy-based model for the generation of excess pore water pressure in saturated coral sand10
Engineering performance and microstructure characteristics of natural marine sediment stabilized with quicklime-activated GGBS under different lime proportions9
Effect of porewater salinity on compression behaviors and hydraulic conductivity of soft marine clay9
Coral reef pore recognition and feature extraction based on borehole image9
Post-cyclic undrained shear behavior of soft marine clay under anisotropic consolidation stress paths9
Experimental study on static characteristics of the Yellow River silt under (triaxial) consolidated undrained conditions9
Seawater based bio-cementation for calcareous sand improvement in marine environment9
Improvement of soft clay by vacuum preloading incorporated with electroosmosis using electric vertical drains9
Study on the mechanical properties of coral sands with different particle gradations9
Elastoplastic constitutive model of coral sand considering particle breakage based on unified hardening parameter9
Fore-aft and the side-to-side response of monopile supported offshore wind turbine in liquefiable soil9
The study on dynamic shear modulus and damping ratio of marine soils based on dynamic triaxial test8
Impacts of soft soil compaction and groundwater extraction on subsidence in the Yellow River Delta8
Study on structural mechanical characteristics and safety warning of NATM tunnel in aquifer8
Alterations of physical properties and microstructure of marine diatomite owing to variation of diatom content8
Comprehensive evaluation on magnesium potassium phosphate cement-mineral additive stabilized waste sludge8
Three dimensional undrained bearing capacity analysis of laterally loaded pile in heterogeneous marine deposits8
Numerical investigations on load transfer of mooring line considering chain–seabed dynamic interaction8
CPT-based analysis of structured soil characteristics and liquefaction failure of the Yellow River Subaquatic Delta8
Critical state elastoplastic constitutive model of angular-shaped and fragile granular materials8
Comparisons of cyclic response and reconsolidation volumetric strain of saturated coral sand and siliceous sand7
Semi-empirical correlation of shear wave velocity prediction in the Yellow River Delta based on CPT7
Illuminating centimeter-level resolution stratum via developed high-frequency sub-bottom profiler mounted on Deep-Sea Warrior deep-submergence vehicle7
Regional and fine-scale variability in composition and structure of hydrogenetic ferromanganese crusts: Geological characterization of 25 drill cores from the Marcus-Wake seamounts7
Effects of cement content and curing period on strength enhancement of cemented calcareous sand7
Deformation characteristics of natural river sand under compression loading incorporating extreme particle diameters impacts7
Quantitative appraisal of naturalistic/anthropic shoreline shifts for hurghada: Egypt7
Hydrodynamic performance of tire-based floating breakwater7
Microscopic mechanisms of coral reef limestone crack propagation7
Effects of cyclic wetting-drying on the mechanical behavior and improved damage model for sandstone7
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
Impact of salinity on strength and microstructure of cement-treated Champlain Sea clay7
Cyclic response of monopile-supported offshore wind turbines under wind and wave loading in sand7
Centrifuge modeling of batter pile behavior under explosion loading6
Strength and structural variations in dredger fill subjected to vacuum dynamic consolidation6
Effect of surcharge loading rate on the performance of surcharge–vacuum preloading with prefabricated horizontal drains6
Relevant data-based approach upon reliable safety factor for pile axial capacity6
Effect of slope on lateral bearing capacity of nearshore large-diameter monopiles in cohesive soil6
Centrifuge modelling for seismic response of single pile for wind turbine subjected to lateral load6
Application and design method of dredging sludge ground treated via prefabricated radiant drain vacuum preloading6
Liquefaction susceptibility of beach sand containing plastic fines6
Reasonable application range of flocculation–solidification combined method in treatment of hydraulically dredged mud slurry6
Analysis method for consolidation of soil under vacuum preloading assisted by air booster6
Fluid-solid coupling response of shield tunnel lining structure under high water pressure6
Introducing expandable mechanical plate anchors for onshore and offshore anchoring6
Liquefaction and post-liquefaction of granular material under multi-directional cyclic loading6
Unique determination of cyclic instability state in flow liquefaction of sand6
Effect of confined boundary and mud-layers on depressurization-based gas recovery and land subsidence in hydrate reservoirs6
State parameter governing the mechanical properties of cement-treated clays6
Predicting the compaction parameters of solidified dredged fine sediments with statistical approach6
Experiment and discrete element modeling of particle breakage in coral sand under triaxial compression conditions6
Influence of thermal effect on vacuum electro-osmosis of Taizhou dredged sediment5
Reliability analysis of laterally loaded piles in marine environments considering the degradation of flexural rigidity5
Effect of nano-modification and fiber-reinforcement on mechanical behavior of cement-stabilized dredged sediment5
Effect of pile inclination on the lateral deformation behaviour of pipe piles in calcareous sand5
Fracture toughness measurements of soft sediments based on gas injection tests5
The optimal combination form of vacuum pre-loading combined with electro-osmosis and with dynamic compaction method on the improvement of dredged slurry5
Responses of suction buckets subjected to sustained vertical uplift loads in sand5
Numerical and physical modeling of submarine telecommunication cables subjected to abrupt lateral seabed movements5
Bearing failure mechanism of rock-socketed monopile foundation for offshore wind turbine in weathered-granite seabed5
Calculation method and mechanism of ultimate side resistance of screw pile5
Effects of helix shapes and locations on compression capacity of helical piles for offshore foundations5
Evaluation of the soil characteristic parameters of the Yellow River Subaqueous Delta using CPT5
Ultimate lateral resistance of piles in sand based on the modified strain wedge model5
A new method to predict the bearing capacity–penetration curve of spudcans in multi-layered clay soils5
Effect of nearby strip loading on lateral capacity of offshore large-diameter monopiles in clay slope5
Dynamic response of the heterogeneous deep-sea sediment with nonlinear gradient modulus to mining machine loading5
Consolidation behavior and microstructure properties of cement-treated dredged soil during the stress curing5
Bearing behavior and earth pressure distribution for modified suction caissons in sand under inclined loading5
Cyclic shear characteristics of marine cement soil under stress path with bidirectional shear stress4
Site-specific response of a 5 MW offshore wind turbine for Gujarat Coast of India4
Fractal analysis of muddy submarine channel slope instability from sub-bottom profile images4
Comprehensive approach for scour modelling using artificial intelligence4
Experimental investigation on cyclic behavior of geogrid-reinforced coral sand from the South China Sea4
Stress distribution of embedded caisson foundation under lateral load based on the continuum approach4
Influence of fine content on undrained monotonic behavior of carbonate sand4
Capacities of tripod bucket foundation under uniaxial and combined loading considering adhesion factor4
Influence of surface roughness on the adhesion force between the titanium plate and deep-sea sediment4
Investigation on rheological and strength characteristics of cement-treated dredged materials4
Impacts of organic matter and loading methods on one-dimensional compression behavior of calcareous sand4
Experimental study on integrated and autonomous conductivity-temperature-depth (CTD) sensor applied for underwater glider4
A three-dimensional DEM modelling of triaxial test on gas hydrate-bearing sediments considering flexible boundary condition4
Shear behaviour of sandy soil from Chlef river reinforced with different types of fibres4
Importance of appropriate segmentation in pore structure analysis of coral reef limestone from CT images4
The behavior of monopile embedded in sand under scour and cyclic loading conditions4
Behaviour of thick marine deposits subjected to vacuum combined with surcharge preloading4
Causes of the different behaviour against erosion: Study case of the Benidorm Beaches (1956–2021)4
Strength estimation of cement-treated marine dredged clay under a wide range of water-to-cement ratio4
Soil restraint on buried pipelines during oblique relative movements in sand4
Measuring the sound speed in deep-sea first sediment layer using a high-frequency submersible sub-bottom profiler: Method and sea trial application4
Strength and microstructural characteristics of cement-solidified salt-rich dredged silt modified by nanoparticles4
Experimental study on the effect of temperature on marine clay consolidation with vertical sand drains4
Experimental investigation and optimization of polymetallic nodule mining by mechanical pick-up device on deep-sea using RSM4
Primary and secondary compression behavior of dredged clay at low effective stresses4
Bearing performance of steel pipe pile in multilayered marine soil using fiber optic technique: A case study4
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
Ultimate pullout capacity of single vertical plate anchors in sand4
Developing a prediction model for segment joint opening in an underwater shield tunnel4
Oil leaking and seeping site in the Persian Gulf detected and studied by satellite observations4