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. 500 papers]. The publications cover those that have been published in the past four years, i.e., from 2019-08-01 to 2023-08-01.)
Geosynthetic reinforcement stiffness characterization for MSE wall design56
Multivariate adaptive regression splines model for reinforced soil foundations44
Geosynthetic-reinforced pile-supported embankments: state of the art41
A case study on geogrid-reinforced and pile-supported widened highway embankment32
Load transfer mechanism in geosynthetic reinforced column-supported embankments27
Effect of fiber reinforcement on the mechanical behavior of bio-cemented sand26
Long term measurements in the Woerden geosynthetic-reinforced pile-supported embankment25
Strength and swelling properties of a waste tire textile fiber-reinforced expansive soil25
Load-deformation of piled embankments considering geosynthetic membrane effect and interface friction23
Dynamic properties of EPS-sand mixtures using cyclic triaxial and bender element tests23
HDPE geogrid-residual soil interaction under monotonic and cyclic pullout loading22
Centrifuge model studies on geocomposite reinforced soil walls subjected to seepage20
Evaluation of recycled concrete aggregate backfill for geosynthetic-reinforced MSE walls20
Geosynthetic-reinforced pile-embankments: numerical, analytical and centrifuge modelling20
Geosynthetic-reinforced pile-supported embankment: settlement in different pile conditions20
Large-scale triaxial compression tests of geocell-reinforced sand20
Influence of pocket shape on numerical response of geocell reinforced foundation systems20
Centrifuge model studies on the settlement response of geosynthetic piled embankments20
Shaking table study of the influence of facing on reinforced soil wall connection loads19
Deformations in trapdoor tests and piled embankments17
Analytical solution for geogrid-reinforced piled embankments under traffic loads16
Experimental-numerical assessment of geogrid-EPS systems for protecting buried utilities15
Dynamic shear modulus and damping of expanded polystyrene composite soils at low strains15
Evaluation of vertical stress distribution in field monitored GRS-IBS structure15
GCL self-healing: fully penetrating hole/slit hydrated with RO water and 10 mM Ca solution14
3D modeling of geosynthetic-reinforced pile-supported embankment under cyclic loading14
Performance of GCLs in high salinity impoundment applications14
Monotonic, cyclic and post-cyclic shearing behavior of sand-EPS geofoam interface13
Quantitative performance evaluation of GRPE: a full-scale modeling approach13
Interaction between PFASs and geosynthetic liners: current status and the way forward13
The arching effect in rubber–sand mixtures13
Effect of aperture ratio on the cyclic shear behaviour of aggregate-geogrid interfaces13
Geogrid installation damage caused by recycled construction and demolition waste13
Liquefaction behavior of fiber-reinforced sand based on cyclic triaxial tests12
Degradation of an HDPE geomembrane without HALS in chlorinated water12
Seismic sliding stability analysis of reinforced soil retaining walls12
Shaking table study on sand-EPS beads-mixtures using a laminar box12
Seismic bearing capacity of strip footing placed on a reinforced slope12
Calibration of PET strap pullout models using a statistical approach12
Performance and design of reinforced slopes considering regional hydrological conditions11
Field load tests and modelling of soft foundation reinforced by soilbags11
Experimental and numerical study on square anchor plate groups in geogrid reinforced sand11
Behavior of discrete fiber-reinforced sandy soil in large-scale simple shear tests11
Hydraulic compatibility of geotextile-compost systems in landfill covers11
Effectiveness of geosynthetic reinforcement for load transfer in column-supported embankments11
Analytical model for the design of piled embankments considering cohesive soils11
Thermal desiccation of geosynthetic clay liners under brine pond conditions11
Healing the world: a geosynthetics solution10
Centrifuge model tests of geogrid-reinforced slope supporting a high embankment10
X-ray computed tomography imaging of fibre-reinforced clay subjected to triaxial loading10
Behaviour evaluation of a gravelly soil–geogrid interface under normal cyclic loading10
Back-analysis of the water retention curve of a GCL on the wetting path10
Pullout of geogrids from tire-derived aggregate having large particle size10
Evaluation of effectiveness of geotextile in reducing subgrade migration in rigid pavement9
Fibre-reinforced sand-coal fly ash-lime-NaCl blends under severe environmental conditions9
Experiments and DEM analysis on vibration reduction of soilbags9
Resilient response of geosynthetics from cyclic and sustained in-air tensile loading9
Evaluation of required connection load in GRS-IBS structures under service loads9
Static liquefaction behavior of short discrete carbon fiber reinforced silty sand9
Effect of internal drainage on deformation behavior of GRS wall during rainfall8
Performance of anchor in sand with different forms of geosynthetic reinforcement8
Experimental investigations on inclined pullout behaviour of geogrids anchored in trenches8
Mechanical and hydraulic compatibility of RAP with geosynthetics used in MSE walls7
Load transfer and deformation of geogrid-reinforced piled embankments: field measurement7
Behavior of geocell reinforced bed under vibration loading: 3D numerical studies7
Swelling prediction for green stabilized fiber-reinforced sulfate-rich dispersive soils7
Settlement-based cost optimization of geogrid-reinforced pile-supported foundation7
Effect of infilled materials and arrangements on shear characteristics of stacked soilbags7
Numerical simulation of a geotextile soil wall considering soil-atmosphere interaction7
Encased stone columns: coupled continuum – discrete modelling and observations6
Predicting strength of soilbags under cyclic compression6
Numerical Investigation of Reinforced Soil Structures with GRS-IBS Design Features6
Field assessment of improvement in composite modulus of geosynthetic-reinforced pavements6
Dewatering of dredged slurry by horizontal drain assisted with vacuum and flocculation6
Analysis of unreinforced and reinforced shallow piled embankments under cyclic loading6
Model studies of square footings on geocell-reinforced slopes6
Centrifuge study of reinforced soil walls with different backfill compaction densities6
Mechanical and osmotic consolidation of geosynthetic clay liners: a laboratory study6
Factors affecting geotextile filter long-term behaviour and their relevance in design5
Fatigue performance of geosynthetic-reinforced asphalt layers5
Performance of laboratory geogrid-reinforced retaining walls under freeze-thaw cycles5
Novel application of machine learning for estimation of pullout coefficient of geogrid5
Modelling of geosynthetic-reinforced barriers under dynamic impact of debris avalanche5
Impact of temperature on the pullout of reinforcing geotextiles from unsaturated silt5
Repeated loading of soilbag-reinforced road subgrade5
Performance and design of modified geotextile tubes during filling and consolidation5
Influence of geosynthetic reinforcement on maximum settlements of semi-rigid pavements5
Experimental study of a geosynthetic-reinforced soil bridge abutment5
Geosynthetic encased column-supported embankment: behavior with and without basal geogrid5
Investigation on load-carrying capacity of geogrid-encased deep cement mixing piles4
Shear strength characteristics of interlocked EPS-block geofoam-sand interface4
Undrained response of geocell-confined pond ash samples under static and cyclic loading4
Effect of a two-tiered configuration on the seismic behaviour of reinforced soil walls4
Experiments and dimensional analysis of waste tire-based permeable pavements4
Water characteristic curves of geosynthetic clay liners hydrated by a saline solution4
Influence of geosynthetic stiffness on analytical solutions for reinforced fill over void4
Vacuum-induced lateral deformation around a vertical drain in dredged slurry4
Effects of processing type on shear modulus and damping ratio of waste tire-sand mixtures4
Analytical solution for solute transport in a triple liner under non-isothermal conditions4
Influence of soil density on performance of geocell-reinforced vertical anchor in sand4
Bearing capacity improvement using soil-filled post-consumer PET bottles4
Direct measurement of geomembrane strain from aggregate indentations4
Modeling the WRC and volume change behavior of GCLs considering net stress and temperature4
Stress crack resistance of unaged high-density polyethylene geomembrane fusion seams4
Long-term hydraulic performance of geotextiles filtering recycled materials4
Influence of physical clogging on filtration performance of soil-geotextile interaction4
Consolidation of unsaturated soil by vertical drain considering smear and well resistance4
Evaluation of interaction properties of uniaxial geogrids with waste foundry sand4
Field monitoring of vertical stress distribution in GRS-IBS with full-height rigid facings4
Full-scale laboratory tests of geosynthetic reinforced unpaved roads on a soft subgrade4
Interaction mechanisms in small-scale model MSE walls under the strip footing load4
Influence of fibre morphology on the integrity of geofibre-reinforced soil barriers3
Role of geotextiles pore size distribution in dewatering tests3
Mechanical properties of PVC geomembrane based on non-contact measurement3
Gas permeability of geosynthetic clay liners overlap seams3
The use of geosynthetics in roads3
Evaluation of required stiffness and strength of cellular geosynthetics3
Mechanical behavior of a fiber reinforced reclaimed asphalt pavement sand-cement blend3
Use of geosynthetics to mitigate problems associated with expansive clay subgrades3
Influence of backfill type on the load-bearing performance of GRS bridge abutments3
Numerical modelling of geotextile tubes filled with gold mine tailings3
Effects of freeze–thaw cycles on the properties of polyethylene geomembranes3
Chemical clogging and geotextile serviceability in subdrains adjacent to recycled concrete3
Model tests on drainage of pipes wrapped with woven and nonwoven geotextiles3
Compaction behavior of nonwoven geotextile-reinforced clay3
Probabilistic stability analysis of reinforced soil slope with non-circular RLEM3
Shaking table tests on bridge abutments reinforced by EPS and geogrid3
Effect of reinforcement stiffness on response of back-to-back MSE wall upon infiltration3