Geosynthetics International

(The median citation count of Geosynthetics International is 3. 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.)
Multivariate adaptive regression splines model for reinforced soil foundations57
Effect of fiber reinforcement on the mechanical behavior of bio-cemented sand42
Strength and swelling properties of a waste tire textile fiber-reinforced expansive soil37
Influence of pocket shape on numerical response of geocell reinforced foundation systems33
Shaking table study of the influence of facing on reinforced soil wall connection loads30
Monotonic, cyclic and post-cyclic shearing behavior of sand-EPS geofoam interface22
Effect of aperture ratio on the cyclic shear behaviour of aggregate-geogrid interfaces20
Dewatering of dredged slurry by horizontal drain assisted with vacuum and flocculation20
The arching effect in rubber–sand mixtures19
Evaluation of vertical stress distribution in field monitored GRS-IBS structure19
Behaviour evaluation of a gravelly soil–geogrid interface under normal cyclic loading18
Interaction between PFASs and geosynthetic liners: current status and the way forward17
Liquefaction behavior of fiber-reinforced sand based on cyclic triaxial tests17
Behavior of discrete fiber-reinforced sandy soil in large-scale simple shear tests17
Analytical model for the design of piled embankments considering cohesive soils16
Performance of anchor in sand with different forms of geosynthetic reinforcement15
Evaluation of required connection load in GRS-IBS structures under service loads13
Pullout of geogrids from tire-derived aggregate having large particle size13
Geosynthetic encased column-supported embankment: behavior with and without basal geogrid13
Behavior of geocell reinforced bed under vibration loading: 3D numerical studies13
Effect of internal drainage on deformation behavior of GRS wall during rainfall13
Encased stone columns: coupled continuum – discrete modelling and observations13
Shaking table study on sand-EPS beads-mixtures using a laminar box12
Strength and microstructure of a lignin fiber-reinforced expansive soil in cold regions12
Healing the world: a geosynthetics solution12
Thermal desiccation of geosynthetic clay liners under brine pond conditions11
The use of geosynthetics in roads11
Static liquefaction behavior of short discrete carbon fiber reinforced silty sand11
Mechanical and hydraulic compatibility of RAP with geosynthetics used in MSE walls11
Effect of infilled materials and arrangements on shear characteristics of stacked soilbags11
Use of geosynthetics to mitigate problems associated with expansive clay subgrades11
Effect of a two-tiered configuration on the seismic behaviour of reinforced soil walls11
X-ray computed tomography imaging of fibre-reinforced clay subjected to triaxial loading11
Field assessment of improvement in composite modulus of geosynthetic-reinforced pavements10
Repeated loading of soilbag-reinforced road subgrade10
Swelling prediction for green stabilized fiber-reinforced sulfate-rich dispersive soils10
Back-analysis of the water retention curve of a GCL on the wetting path10
Settlement-based cost optimization of geogrid-reinforced pile-supported foundation10
Factors affecting geotextile filter long-term behaviour and their relevance in design9
Centrifuge study of reinforced soil walls with different backfill compaction densities9
Analytical solution for solute transport in a triple liner under non-isothermal conditions9
Influence of physical clogging on filtration performance of soil-geotextile interaction8
Undrained response of geocell-confined pond ash samples under static and cyclic loading8
Evaluation of interaction properties of uniaxial geogrids with waste foundry sand8
Performance of laboratory geogrid-reinforced retaining walls under freeze-thaw cycles8
Model studies of square footings on geocell-reinforced slopes8
Investigation on load-carrying capacity of geogrid-encased deep cement mixing piles8
Predicting strength of soilbags under cyclic compression8
Laboratory evaluation of dynamic shear response of sand – geomembrane interface8
Field monitoring of vertical stress distribution in GRS-IBS with full-height rigid facings8
Effect of temperature on the mechanical properties of two polymeric geogrid materials8
Vacuum-induced lateral deformation around a vertical drain in dredged slurry8
Effects of processing type on shear modulus and damping ratio of waste tire-sand mixtures8
Fatigue performance of geosynthetic-reinforced asphalt layers8
Geosynthetic performance against slope erosion caused by high intensity rainfall8
Geogrid-soil interaction: experimental analysis of factors influencing load transfer8
Influence of backfill type on the load-bearing performance of GRS bridge abutments7
Centrifuge model and numerical studies of strip footing on reinforced transparent soils7
Water characteristic curves of geosynthetic clay liners hydrated by a saline solution7
Stress crack resistance of unaged high-density polyethylene geomembrane fusion seams7
Influence of soil density on performance of geocell-reinforced vertical anchor in sand7
Numerical Investigation of Reinforced Soil Structures with GRS-IBS Design Features7
Evaluation of required stiffness and strength of cellular geosynthetics7
Numerical simulation of a geotextile soil wall considering soil-atmosphere interaction7
Mechanical and osmotic consolidation of geosynthetic clay liners: a laboratory study7
Influence of geosynthetic stiffness on analytical solutions for reinforced fill over void7
Interface creep behavior of tensioned GFRP tendons embedded in cemented soils7
Mechanisms controlling the hydraulic conductivity of anionic polymer-enhanced GCLs6
Numerical investigation of the interaction of back-to-back MSE walls6
Shear strength characteristics of interlocked EPS-block geofoam-sand interface6
Influence of geosynthetic reinforcement on maximum settlements of semi-rigid pavements6
Novel application of machine learning for estimation of pullout coefficient of geogrid6
Consolidation of unsaturated soil by vertical drain considering smear and well resistance6
Bearing capacity improvement using soil-filled post-consumer PET bottles6
Influence of cyclic load on pullout stiffness of geogrid embedded in well-graded gravel5
Effect of reinforcement stiffness on response of back-to-back MSE wall upon infiltration5
Chemical clogging and geotextile serviceability in subdrains adjacent to recycled concrete5
Long-term hydraulic performance of geotextiles filtering recycled materials5
Full-scale laboratory tests of geosynthetic reinforced unpaved roads on a soft subgrade5
Dynamic behaviour of pipe protected by rubber–soil mixtures5
Vertical stability of geotextile-encased sand columns without and with surrounding soil5
Direct measurement of geomembrane strain from aggregate indentations5
Interaction mechanisms in small-scale model MSE walls under the strip footing load5
Performance and design of modified geotextile tubes during filling and consolidation5
Behaviour of soilbags subjected to monotonic and cyclic vertical loading5
Air and hydraulic flow characteristics of polymer amended bentonite based unsaturated GCLs5
Experiments and dimensional analysis of waste tire-based permeable pavements5
Mechanical behavior of a fiber reinforced reclaimed asphalt pavement sand-cement blend5
Factors affecting multicomponent GCL-geomembrane interface transmissivity for landfills5
Experimental study of a geosynthetic-reinforced soil bridge abutment5
Compatibility of tailings–nonwoven geotextile under stress and the effect of sand filter5
Full-scale tests on soilbag-constructed retaining walls with a panel4
Numerical modelling of geotextile tubes filled with gold mine tailings4
Probabilistic stability analysis of reinforced soil slope with non-circular RLEM4
Repairing expansive soil channel slope with soilbags4
A laboratory device to evaluate geosynthetic load–strain behaviour in MSE walls4
Discrete element method investigation of shear behaviour of 3D geogrid–sand interface4
A quantification of the short-term reliability of HDPE geomembrane seaming methods4
Influence of fibre morphology on the integrity of geofibre-reinforced soil barriers4
Study of silty sand slope protection from seepage flows using short fiber-sand mixtures4
Thermal conductivity of nonwoven needle-punched geotextiles: effect of stress and moisture4
Contribution of geosynthetic to the shear strength of geosynthetic encased stone columns4
Image-aided physical and compression characterisation of expanded polystyrene geofoam4
Modeling the WRC and volume change behavior of GCLs considering net stress and temperature4
Investigating the effect of temperature and water freezing on the response of geogrid composite3
Upper-bound limit analysis of MSE walls subjected to strip footing load3
Role of geotextiles pore size distribution in dewatering tests3
Three-dimensional analysis of inclined anchors in reinforced sand3
Leakage through a circular geomembrane hole overlain and underlain by silty sand tailings3
Laboratory investigation of unsaturated clayey soil-geomembrane interface behavior3
Cyclic response of stereoscopic geogrid–sand interface under static and cyclic loading3
New insights into geotribology of non-dilative interfaces from novel experimental studies3
Evaluation of concrete and geomembrane lining options for a canal in Egypt3
Machine-learning modelling of tensile force in anchored geomembrane liners3
Digital image-based performance evaluation of GCL-sand interfaces under repeated shearing3
Confined-reinforced earth with various geogrid lengths in reducing differential settlement3
Experimental study of the shear behaviour of a multilayer geosynthetic liner system3
CFD-DEM modeling of filtration through conventional and conical geotextile filter systems3
In-plane elastic properties of geosynthetics from in-air biaxial tension tests3
Laboratory evaluation of different geosynthetics for water drainage3
Woven geotextile permeability under uniaxial and laterally constrained conditions3
Performance of GCLs after long-term wet–dry cycles under a defect in GMB in a landfill3
Influence of facing toe condition on the bearing capacity of full-height panel MSE walls3
Lateral force–displacement relationships for shallowly buried pipe reinforced by geocells3
Model tests on drainage of pipes wrapped with woven and nonwoven geotextiles3
Reinforced soil design using the combined electrokinetic and mechanical properties of soil3
Moisture uptake and loss of GCLs subjected to thermal cycles from silty sand subgrade3
Bearing capacity of footings on geosynthetic-reinforced soils under combined loading3
Linear visco-elastic 1D site response of sand-EPS geofoam layers under cyclic loading3
Shaking table tests on bridge abutments reinforced by EPS and geogrid3
Seismic behavior of tiered geogrid reinforced soil (GRS) using treated backfill soil3
Reliability analysis for internal seismic stability of geosynthetic-reinforced soil walls3