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 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
Sequential minimal optimization for local scour around bridge piers14
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
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
Comparison of different treatment methods on macro-micro characteristics of Yellow River silt solidified by MICP technology13
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
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
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
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
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
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
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
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
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
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
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
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
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
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
Effect of nano-modification and fiber-reinforcement on mechanical behavior of cement-stabilized dredged sediment5
Influence of thermal effect on vacuum electro-osmosis of Taizhou dredged sediment5
Bearing performance of steel pipe pile in multilayered marine soil using fiber optic technique: A case study5
Capacities of tripod bucket foundation under uniaxial and combined loading considering adhesion factor5
Dynamic response of the heterogeneous deep-sea sediment with nonlinear gradient modulus to mining machine loading5
Effect of nearby strip loading on lateral capacity of offshore large-diameter monopiles in clay slope5
Comprehensive approach for scour modelling using artificial intelligence5
Calculation method and mechanism of ultimate side resistance of screw pile5
Shear behaviour of sandy soil from Chlef river reinforced with different types of fibres5
Stress distribution of embedded caisson foundation under lateral load based on the continuum approach5
A new method to predict the bearing capacity–penetration curve of spudcans in multi-layered clay soils5
Effect of pile inclination on the lateral deformation behaviour of pipe piles in calcareous sand5
Causes of the different behaviour against erosion: Study case of the Benidorm Beaches (1956–2021)5
Investigation on rheological and strength characteristics of cement-treated dredged materials5
Oil leaking and seeping site in the Persian Gulf detected and studied by satellite observations5
Primary and secondary compression behavior of dredged clay at low effective stresses5
Bearing failure mechanism of rock-socketed monopile foundation for offshore wind turbine in weathered-granite seabed5
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
Simulation of runout behavior of submarine debris flows over regional natural terrain considering material softening5
Consolidation behavior and microstructure properties of cement-treated dredged soil during the stress curing5
Strength estimation of cement-treated marine dredged clay under a wide range of water-to-cement ratio5
Impacts of organic matter and loading methods on one-dimensional compression behavior of calcareous sand5
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
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
0.061843872070312