OOIR: Observatory of International Research

Papers

(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.)

Article	Citations
Geosynthetic reinforcement stiffness characterization for MSE wall design	56
Multivariate adaptive regression splines model for reinforced soil foundations	44
Geosynthetic-reinforced pile-supported embankments: state of the art	41
A case study on geogrid-reinforced and pile-supported widened highway embankment	32
Load transfer mechanism in geosynthetic reinforced column-supported embankments	27
Effect of fiber reinforcement on the mechanical behavior of bio-cemented sand	26
Strength and swelling properties of a waste tire textile fiber-reinforced expansive soil	25
Long term measurements in the Woerden geosynthetic-reinforced pile-supported embankment	25
Load-deformation of piled embankments considering geosynthetic membrane effect and interface friction	23
Dynamic properties of EPS-sand mixtures using cyclic triaxial and bender element tests	23
HDPE geogrid-residual soil interaction under monotonic and cyclic pullout loading	22
Centrifuge model studies on geocomposite reinforced soil walls subjected to seepage	20
Evaluation of recycled concrete aggregate backfill for geosynthetic-reinforced MSE walls	20
Geosynthetic-reinforced pile-embankments: numerical, analytical and centrifuge modelling	20
Geosynthetic-reinforced pile-supported embankment: settlement in different pile conditions	20
Large-scale triaxial compression tests of geocell-reinforced sand	20
Influence of pocket shape on numerical response of geocell reinforced foundation systems	20
Centrifuge model studies on the settlement response of geosynthetic piled embankments	20
Shaking table study of the influence of facing on reinforced soil wall connection loads	19
Deformations in trapdoor tests and piled embankments	17
Analytical solution for geogrid-reinforced piled embankments under traffic loads	16
Dynamic shear modulus and damping of expanded polystyrene composite soils at low strains	15
Evaluation of vertical stress distribution in field monitored GRS-IBS structure	15
Experimental-numerical assessment of geogrid-EPS systems for protecting buried utilities	15
3D modeling of geosynthetic-reinforced pile-supported embankment under cyclic loading	14

Performance of GCLs in high salinity impoundment applications	14
GCL self-healing: fully penetrating hole/slit hydrated with RO water and 10 mM Ca solution	14
Interaction between PFASs and geosynthetic liners: current status and the way forward	13
The arching effect in rubber–sand mixtures	13
Effect of aperture ratio on the cyclic shear behaviour of aggregate-geogrid interfaces	13
Geogrid installation damage caused by recycled construction and demolition waste	13
Monotonic, cyclic and post-cyclic shearing behavior of sand-EPS geofoam interface	13
Quantitative performance evaluation of GRPE: a full-scale modeling approach	13
Seismic sliding stability analysis of reinforced soil retaining walls	12
Shaking table study on sand-EPS beads-mixtures using a laminar box	12
Seismic bearing capacity of strip footing placed on a reinforced slope	12
Calibration of PET strap pullout models using a statistical approach	12
Liquefaction behavior of fiber-reinforced sand based on cyclic triaxial tests	12
Degradation of an HDPE geomembrane without HALS in chlorinated water	12
Performance and design of reinforced slopes considering regional hydrological conditions	11
Field load tests and modelling of soft foundation reinforced by soilbags	11
Experimental and numerical study on square anchor plate groups in geogrid reinforced sand	11
Behavior of discrete fiber-reinforced sandy soil in large-scale simple shear tests	11
Hydraulic compatibility of geotextile-compost systems in landfill covers	11
Effectiveness of geosynthetic reinforcement for load transfer in column-supported embankments	11
Analytical model for the design of piled embankments considering cohesive soils	11
Thermal desiccation of geosynthetic clay liners under brine pond conditions	11
Healing the world: a geosynthetics solution	10
Centrifuge model tests of geogrid-reinforced slope supporting a high embankment	10
X-ray computed tomography imaging of fibre-reinforced clay subjected to triaxial loading	10
Behaviour evaluation of a gravelly soil–geogrid interface under normal cyclic loading	10
Back-analysis of the water retention curve of a GCL on the wetting path	10
Pullout of geogrids from tire-derived aggregate having large particle size	10
Experiments and DEM analysis on vibration reduction of soilbags	9
Resilient response of geosynthetics from cyclic and sustained in-air tensile loading	9
Evaluation of required connection load in GRS-IBS structures under service loads	9
Static liquefaction behavior of short discrete carbon fiber reinforced silty sand	9
Evaluation of effectiveness of geotextile in reducing subgrade migration in rigid pavement	9
Fibre-reinforced sand-coal fly ash-lime-NaCl blends under severe environmental conditions	9
Performance of anchor in sand with different forms of geosynthetic reinforcement	8
Experimental investigations on inclined pullout behaviour of geogrids anchored in trenches	8
Effect of internal drainage on deformation behavior of GRS wall during rainfall	8
Behavior of geocell reinforced bed under vibration loading: 3D numerical studies	7
Swelling prediction for green stabilized fiber-reinforced sulfate-rich dispersive soils	7
Settlement-based cost optimization of geogrid-reinforced pile-supported foundation	7
Effect of infilled materials and arrangements on shear characteristics of stacked soilbags	7
Numerical simulation of a geotextile soil wall considering soil-atmosphere interaction	7
Mechanical and hydraulic compatibility of RAP with geosynthetics used in MSE walls	7
Load transfer and deformation of geogrid-reinforced piled embankments: field measurement	7