OOIR: Observatory of International Research

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 2020-05-01 to 2024-05-01.)

Article	Citations
Optimization design of a honeycomb-hole submarine pipeline under a hydrodynamic landslide impact	26
Rapid treatment of high-water-content dredged slurry using composite flocculant and PHD-facilitated vacuum	20
Physical and mechanical properties of calcareous soils: A review	20
Application of microbially induced calcium carbonate precipitation (MICP) in sand embankments for scouring/erosion control	20
Engineering application of microbial self-healing concrete in lock channel wall	19
Numerical investigation on pullout capacity of helical piles under combined loading in spatially random clay	18
Undrained monotonic and cyclic behavior of Qeshm calcareous sand	17
Study on shear behavior of coral reef limestone–concrete interface	17
Failure mode of monopile foundation for offshore wind turbine in soft clay under complex loads	17
Nonlinear analysis of lateral load sharing response of piled raft subjected to combined V-L loading	16
Flocculant effects on fluidity and strength behavior of cemented dredged clay with high water content	15
Pile group in clay under cyclic lateral loading with emphasis on bending moment: Numerical modelling	14
Failure mechanism and lateral bearing capacity of monopile-friction wheel hybrid foundations in soft-over-stiff soil deposit	13
Bearing capacity of conical footing on anisotropic and heterogeneous clays using FEA and ANN	13
Modeling of large deformation problem considering spatially variable soils in offshore engineering	13
Discussion: A review on the behaviour of helical piles as a potential offshore foundation system	13
Investigation on the mechanical properties of a calcareous sand: the role of the initial fabric	13
Comparisons on liquefaction behavior of saturated coral sand and quartz sand under principal stress rotation	12
Analysis of shoreline change between inlets along the coast of Chennai, India	12
A new method for risk assessment of water inrush in a subsea tunnel crossing faults	12
Characterization and prediction for the strength development of cement stabilized dredged sediment	12
Optimization and design of pre-reinforcement for a subsea tunnel crossing a fault fracture zone	11
The pore pressure generation and deformation of overconsolidated soft marine clay considering initial static shear effect	11
Sequential minimal optimization for local scour around bridge piers	11
Pile group in clay subjected to cyclic lateral load: Numerical modelling and design recommendation	11

Improved vertical displacement calculation model for immersed tube tunnel considering tidal load	11
Structural and geotechnical aspects of piled raft foundation through numerical analysis	11
The influence of organic matter on the strength development of cement-stabilized marine soft clay	11
Large-scale triaxial tests of reinforced coral sand with different grain size distributions	10
Combined stabilization/solidification and electroosmosis treatments for dredged marine silt	10
Numerical and analytical study on uplift capacity of under-reamed piles in sand	10
Shear behavior of polyurethane foam adhesive improved calcareous sand under large-scale triaxial test	10
Wavelet decomposition and deep learning of altimetry waveform retracking for Lake Urmia water level survey	10
Stress–strain behavior of marine calcareous soil-tire mixtures	10
3D coupled mechanical and hydraulic modeling of geosynthetic encased stone column-supported embankment over soft clay	10
Experimental observation of turbulent structure at region surrounding the mid-channel braid bar	10
Comparison of different treatment methods on macro-micro characteristics of Yellow River silt solidified by MICP technology	10
Coral reef pore recognition and feature extraction based on borehole image	9
Seawater based bio-cementation for calcareous sand improvement in marine environment	9
Improvement of soft clay by vacuum preloading incorporated with electroosmosis using electric vertical drains	9
Vertical uplift resistance of an innovative plate anchor embedded in sand	8
Experimental study on static characteristics of the Yellow River silt under (triaxial) consolidated undrained conditions	8
Three dimensional undrained bearing capacity analysis of laterally loaded pile in heterogeneous marine deposits	8
Effect of porewater salinity on compression behaviors and hydraulic conductivity of soft marine clay	8
Post-cyclic undrained shear behavior of soft marine clay under anisotropic consolidation stress paths	8
CPT-based analysis of structured soil characteristics and liquefaction failure of the Yellow River Subaquatic Delta	8
Dewatering of Golden Horn sludge with geotextile tube and determination of optimum operating conditions: A novel approach	8
An energy-based model for the generation of excess pore water pressure in saturated coral sand	8
Comprehensive evaluation on magnesium potassium phosphate cement-mineral additive stabilized waste sludge	8
Engineering performance and microstructure characteristics of natural marine sediment stabilized with quicklime-activated GGBS under different lime proportions	8
Alterations of physical properties and microstructure of marine diatomite owing to variation of diatom content	8
The evolution and influence of particle breakage on the compression behavior of calcareous sand	7
Study on the mechanical properties of coral sands with different particle gradations	7
Study on structural mechanical characteristics and safety warning of NATM tunnel in aquifer	7
Evaluation of beneficial of polyacrylamide use dewatering of dredged sludge obtained from golden horn	7
Elastoplastic constitutive model of coral sand considering particle breakage based on unified hardening parameter	7
The study on dynamic shear modulus and damping ratio of marine soils based on dynamic triaxial test	7
Comparison of performance of single- and double-core prefabricated vertical drains for thick reclaimed ground improvement	7
Improvement of dredger fill by stepped vacuum preloading combined with stepped voltage electro-osmosis	7
Hydrodynamic performance of tire-based floating breakwater	7
Undrained failure envelope for skirted spudcan foundations in clay under combined loading	7
Numerical investigations on load transfer of mooring line considering chain–seabed dynamic interaction	7
Semi-empirical correlation of shear wave velocity prediction in the Yellow River Delta based on CPT	7
Quantitative appraisal of naturalistic/anthropic shoreline shifts for hurghada: Egypt	7
Study on bearing characteristics of marine subsoil for semi-rigid immersed tunnel	7
Regional and fine-scale variability in composition and structure of hydrogenetic ferromanganese crusts: Geological characterization of 25 drill cores from the Marcus-Wake seamounts	7
Fore-aft and the side-to-side response of monopile supported offshore wind turbine in liquefiable soil	7
Effect of confined boundary and mud-layers on depressurization-based gas recovery and land subsidence in hydrate reservoirs	6
Simulated groundwater dynamics and solute transport in a coastal phreatic aquifer subjected to different tides	6
Deformation characteristics of natural river sand under compression loading incorporating extreme particle diameters impacts	6
Comparisons of cyclic response and reconsolidation volumetric strain of saturated coral sand and siliceous sand	6
Experiment and discrete element modeling of particle breakage in coral sand under triaxial compression conditions	6
Introducing expandable mechanical plate anchors for onshore and offshore anchoring	6
Strength and structural variations in dredger fill subjected to vacuum dynamic consolidation	6
Reasonable application range of flocculation–solidification combined method in treatment of hydraulically dredged mud slurry	6

Effect of surcharge loading rate on the performance of surcharge–vacuum preloading with prefabricated horizontal drains	6
Relevant data-based approach upon reliable safety factor for pile axial capacity	6
Fluid-solid coupling response of shield tunnel lining structure under high water pressure	6
Centrifuge modeling of batter pile behavior under explosion loading	6
Illuminating centimeter-level resolution stratum via developed high-frequency sub-bottom profiler mounted on Deep-Sea Warrior deep-submergence vehicle	6
Unique determination of cyclic instability state in flow liquefaction of sand	6
Effects of cement content and curing period on strength enhancement of cemented calcareous sand	6
Impact of salinity on strength and microstructure of cement-treated Champlain Sea clay	6
Analysis method for consolidation of soil under vacuum preloading assisted by air booster	6
Impacts of soft soil compaction and groundwater extraction on subsidence in the Yellow River Delta	6
Centrifuge modelling for seismic response of single pile for wind turbine subjected to lateral load	6
Liquefaction and post-liquefaction of granular material under multi-directional cyclic loading	6
Effect of nearby strip loading on lateral capacity of offshore large-diameter monopiles in clay slope	5
Calculation method and mechanism of ultimate side resistance of screw pile	5
Critical state elastoplastic constitutive model of angular-shaped and fragile granular materials	5
The optimal combination form of vacuum pre-loading combined with electro-osmosis and with dynamic compaction method on the improvement of dredged slurry	5
Utilizing multichannel electrical resistivity methods to examine the contributions of submarine groundwater discharges	5
Responses of suction buckets subjected to sustained vertical uplift loads in sand	5
Numerical and physical modeling of submarine telecommunication cables subjected to abrupt lateral seabed movements	5
Effect of slope on lateral bearing capacity of nearshore large-diameter monopiles in cohesive soil	5
Effect of pile inclination on the lateral deformation behaviour of pipe piles in calcareous sand	5
Effects of helix shapes and locations on compression capacity of helical piles for offshore foundations	5
Fracture toughness measurements of soft sediments based on gas injection tests	5
Liquefaction susceptibility of beach sand containing plastic fines	5
Ultimate lateral resistance of piles in sand based on the modified strain wedge model	5
State parameter governing the mechanical properties of cement-treated clays	5
Bearing failure mechanism of rock-socketed monopile foundation for offshore wind turbine in weathered-granite seabed	5
Consolidation behavior and microstructure properties of cement-treated dredged soil during the stress curing	5
Application and design method of dredging sludge ground treated via prefabricated radiant drain vacuum preloading	5
Influence of thermal effect on vacuum electro-osmosis of Taizhou dredged sediment	5
Cyclic response of monopile-supported offshore wind turbines under wind and wave loading in sand	5
Effects of cyclic wetting-drying on the mechanical behavior and improved damage model for sandstone	5
Reliability analysis of laterally loaded piles in marine environments considering the degradation of flexural rigidity	5
Predicting the compaction parameters of solidified dredged fine sediments with statistical approach	4
An integrated approach of fluid contact determination of the Albian age sandstone reservoirs of the Orange Basin Offshore South Africa	4
Effect of nano-modification and fiber-reinforcement on mechanical behavior of cement-stabilized dredged sediment	4
Bearing behavior and earth pressure distribution for modified suction caissons in sand under inclined loading	4
Cyclic shear characteristics of marine cement soil under stress path with bidirectional shear stress	4
Primary and secondary compression behavior of dredged clay at low effective stresses	4
Experimental investigation and optimization of polymetallic nodule mining by mechanical pick-up device on deep-sea using RSM	4
Shear behaviour of sandy soil from Chlef river reinforced with different types of fibres	4
Behaviour of thick marine deposits subjected to vacuum combined with surcharge preloading	4
Microscopic mechanisms of coral reef limestone crack propagation	4
Influence of surface roughness on the adhesion force between the titanium plate and deep-sea sediment	4
Dynamic response of the heterogeneous deep-sea sediment with nonlinear gradient modulus to mining machine loading	4
Oil leaking and seeping site in the Persian Gulf detected and studied by satellite observations	4
Impacts of organic matter and loading methods on one-dimensional compression behavior of calcareous sand	4
Experimental study on integrated and autonomous conductivity-temperature-depth (CTD) sensor applied for underwater glider	4
A three-dimensional DEM modelling of triaxial test on gas hydrate-bearing sediments considering flexible boundary condition	4
Evaluation of the soil characteristic parameters of the Yellow River Subaqueous Delta using CPT	4
Comprehensive approach for scour modelling using artificial intelligence	4
The behavior of monopile embedded in sand under scour and cyclic loading conditions	4
Vacuum preloading combined with surcharge preloading method for consolidation of clay-slurry ground: A case study	4
A new method to predict the bearing capacity–penetration curve of spudcans in multi-layered clay soils	4
Soil restraint on buried pipelines during oblique relative movements in sand	4
Measuring the sound speed in deep-sea first sediment layer using a high-frequency submersible sub-bottom profiler: Method and sea trial application	4
Strength and microstructural characteristics of cement-solidified salt-rich dredged silt modified by nanoparticles	4
Dynamic vertical and rocking impedances of a strip foundation in offshore engineering	4
Experimental study on the effect of temperature on marine clay consolidation with vertical sand drains	4
Bearing performance of steel pipe pile in multilayered marine soil using fiber optic technique: A case study	4
Importance of appropriate segmentation in pore structure analysis of coral reef limestone from CT images	4
Experimental investigation on cyclic behavior of geogrid-reinforced coral sand from the South China Sea	4
Stress distribution of embedded caisson foundation under lateral load based on the continuum approach	4