Geosynthetics International

(The TQCC of Geosynthetics International is 7. 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
Strength and swelling properties of a waste tire textile fiber-reinforced expansive soil25
Long term measurements in the Woerden geosynthetic-reinforced pile-supported embankment25
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
Dynamic shear modulus and damping of expanded polystyrene composite soils at low strains15
Evaluation of vertical stress distribution in field monitored GRS-IBS structure15
Experimental-numerical assessment of geogrid-EPS systems for protecting buried utilities15
3D modeling of geosynthetic-reinforced pile-supported embankment under cyclic loading14
Performance of GCLs in high salinity impoundment applications14
GCL self-healing: fully penetrating hole/slit hydrated with RO water and 10 mM Ca solution14
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
Monotonic, cyclic and post-cyclic shearing behavior of sand-EPS geofoam interface13
Quantitative performance evaluation of GRPE: a full-scale modeling approach13
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
Liquefaction behavior of fiber-reinforced sand based on cyclic triaxial tests12
Degradation of an HDPE geomembrane without HALS in chlorinated water12
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
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
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
Performance of anchor in sand with different forms of geosynthetic reinforcement8
Experimental investigations on inclined pullout behaviour of geogrids anchored in trenches8
Effect of internal drainage on deformation behavior of GRS wall during rainfall8
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
Mechanical and hydraulic compatibility of RAP with geosynthetics used in MSE walls7
Load transfer and deformation of geogrid-reinforced piled embankments: field measurement7