OOIR: Observatory of International Research

Papers

(The TQCC of Geotextiles and Geomembranes is 15. 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 2021-05-01 to 2025-05-01.)

Article	Citations
Editorial Board	126
Bearing capacity of strip footings in unsaturated soils reinforced with layered geogrid sheets using upper bound method	108
Three-dimensional finite element analysis of geosynthetic-reinforced soil walls with turning corners	67
Editorial Board	54
Determination of shear stress-shear strain behavior of polymeric geostrip reinforced MSE wall	53
Long-term durability of two HDPE geomembranes formulated with polyethylene of raised temperature resistance (PE-RT)	50
Stress-strain behavior of geotextile: A proposed new indirect calculation using the static puncture test (CBR test)	42
Field tests on partially geotextile encased stone column-supported embankment over silty clay	41
Electroosmosis of gold tailings under multiple electrokinetic geosynthetics electrodes	38
Axisymmetric finite strain consolidation model for soft soil consolidation with vertical drains under combined loading considering creep and non-Darcy flow	38
Parameters affecting performance of fully instrumented model testing of strip footings on geocell-reinforced soils	37
Geogrid reinforcement of ballasted railway superstructure for stabilization of the railway track geometry – A case study	35
Coupled effect of UV ageing and temperature on the diffusive transport of aqueous, vapour and gaseous phase organic contaminants through HDPE geomembrane	34
Editorial Board	33
Investigation of soil arching in GRPS embankments under localized loading: Multi-span spring-based trapdoor model test	33
A simplified model for the analysis of piled embankments considering arching and subsoil consolidation	32
Full-scale accelerated testing of geogrid-reinforced inverted pavements	32
Theoretical and experimental studies on air-inflated rubber dam anchored on sidewall of the rigid base	32
Evaluation of arched EPS block and geocell inclusions in trench backfill for protection of buried flexible pipes	31
Research on the aging mechanism of polypropylene nonwoven geotextiles under simulated heavy metal aging scenarios	30
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to aggressive solid waste leachates	30
A new apparatus for the study of pullout behaviour of soil-geosynthetic interfaces under sustained load over time	29
Corrigendum to “A large-size model test study on the consolidation effect of construction waste slurry under self-weight and bottom vacuum preloading” [Geotext. Geomembranes, 53, (1), February 2025, (	29
Pullout behavior of a bearing polymeric strap under monotonic and cyclic tensile loads	29
Experimental and numerical investigations on buffer performance of geofoam subjected by the impact of falling rocks with respect to different shapes	29

Shaking table tests on the influence of geosynthetic encasement stiffness on the shear reinforcement effect of GESC composite foundation	29
Hydraulic design of granular and geocomposite drainage layers in pavements based on demand-capacity modeling	29
Large scale soft ground consolidation using electrokinetic geosynthetics	29
Laudatio for Editor-in-Chief R. Kerry Rowe	29
Mechanical property and deformation behavior of geogrid reinforced calcareous sand	29
Field behavior of a GRS bridge approach retaining wall on highly compressible foundation soils	28
Effect of prehydration, permeant, and desiccation on GCL/Geomembrane interface transmissivity	28
Editorial Board	28
Deformation of model reinforced soil structures: Comparison of theoretical and experimental results	28
Editorial Board	28
Field test of geosynthetic-reinforced floating pile-supported embankments on soft soil	28
Analytical assessment of pullout capacity of reinforcements in unsaturated soils	27
Experimental and theoretical studies on deformation characteristics of Geosynthetic-Reinforced Soil (GRS) abutments induced by vertical loads	26
Editorial Board	26
Numerical investigation of the tensile behaviors of needle-punched nonwoven geotextiles	26
Vibration response of machine foundations protected by use of adjacent multi-layer geocells	26
Dynamic response of Mechanically Stabilised Earth (MSE) structures: A numerical study	25
Influence of asphalt thickness on performance of geosynthetic-reinforced asphalt: Full-scale field study	25
A theoretical strain transfer model between optical fiber sensors and monitored substrates	25
Implications of single and double liners on the impact of PFOA in landfills on an underlying aquifer	25
Experimental study of a 3D printed geogrid embedded with FBG sensor for reinforcement of subgrade with underlying cave	24
A comparison of shear stress estimation methods for a single geobag on a rough bed	24
Influence of polymer enhancement on water uptake, retention and barrier performance of geosynthetic clay liners	24
Dynamic response and damage of pile-geogrid composite reinforced high-speed railway subgrade under seismic actions	24
Numerical modelling of reinforced fill over a void considering rate-dependent stiffness of the reinforcement	24
Application of the non-linear three-component model for simulating accelerated creep behavior of polymer-alloy geocell sheets	24
Analytical method for quantifying performance of wicking geosynthetic stabilized roadway	24
Research on the protection of expansive soil slopes under heavy rainfall by anchor-reinforced vegetation systems	24
Reinforcement effect and mechanism analysis of dredged sludge treated by alternating prefabricated radiant drain vacuum preloading method	24
Effect of temperature on critical strength of geosynthetic clay liner / textured geomembrane composite systems	24
Filtration performance of non- woven geotextiles with internally-stable and -unstable soils under dynamic loading	24
Centrifuge model tests on performance of MSE walls with different facing types	23
A new large-scale shear apparatus for testing geosynthetics-soil interfaces incorporating thermal condition	23
A simplified analysis of a configuration of geosynthetic reinforcement in GRPS embankments	23
Electro-mechanical behaviour of graphene-based geotextiles for pavement health monitoring	23
Behavior of surface loaded clay foundation reinforced by GESCs with lateral geosynthetic cushion under freeze-thaw cycles	22
Particle shape effects on the cyclic shear behaviour of the soil–geogrid interface	22
Land reclamation using the horizontal drainage enhanced geotextile sheet method	22
Fate and transport of particle matter during GEOTextile tube dewatering of a dioxin and furan (PCDD/F) contaminated sediment	22
Analysis of cyclic shear characteristics of reinforced soil interfaces under cyclic loading and unloading	22
Influence of geogrid reinforcement on the cracking characteristics of expansive soils: A laboratory study	22
Geosynthetic-reinforced soils above voids: Observation and prediction of soil arching	21
Experimental study on the effect of temperature on HDPE geomembrane/geotextile interface shear characteristics	21
Editorial Board	21
A large-size model test study on the consolidation effect of construction waste slurry under self-weight and bottom vacuum preloading	21
Effect of unequal biaxial tensile strains on the filtration behaviour of continuous filament needle-punched nonwoven geotextiles	21
A simplified method for assessing the serviceability performance of geosynthetic reinforced and pile-supported embankment	21
Characteristic pore size of nonwoven geotextiles based on low-field nuclear magnetic resonance technology	21
New geocell utilisation as a pipe uplifting countermeasure and its validation using model experiments	20
Modified method for predicting lateral displacement of PVD-improved ground under combined vacuum and surcharge loading	20

Evaluating wettability of geotextiles with contact angles	20
Effect of gas-oil contamination on the mechanical behavior of sand-woven geotextile interface: Experimental investigation and constitutive modeling	19
Seismic bearing capacity of strip footings placed on reinforced soil slopes using slip line method	19
Pullout testing and Particle Image Velocimetry (PIV) analysis of geogrid reinforcement embedded in granular drainage layers	19
Effect of backfilling surface settlement trough on waste cover leakage	19
A rigorous numerical formulation for upper bound analysis of reinforced soils using second order cone programming	18
Centrifuge investigation on behavior of geosynthetic-encased stone column supported embankment under freeze-thaw cycles	18
Numerical analysis of a double layer rubber dam	18
Shear strength of HDPE smooth geomembrane/bentonite-polymer geosynthetic clay liner interface	18
Effect of geogrid reinforcement on the load transfer in pile-supported embankment under cyclic loading	18
Influence of secondary reinforcements on the behavior of geosynthetic reinforced soil walls	18
Clogging effect of prefabricated horizontal drains in dredged soil by air booster vacuum consolidation	18
Failure mechanisms of geosynthetic clay liner and textured geomembrane composite systems	18
Experimental study on the L-shaped anchorage capacity of the geogrid by the pullout test	18
Novel soil-pegged geogrid (PG) interactions in pull-out loading conditions	17
Design of soilbag-protected slopes in expansive soils	17
Comparison and evaluation of analytical models for the design of geosynthetic-reinforced and pile-supported embankments	17
Analyzing the influence of facing batter on reinforcement loads of reinforced soil walls under working stress conditions	16
Editorial Board	16
Experimental evaluation of the performance of a geotextile for a pressure-grouted soil nail	16
Reply to discussion by Mirmoradi on “Physical and numerical modelling of strip footing on geogrid reinforced transparent sand”	16
Effect of geotextile ageing and geomembrane surface roughness on the geomembrane-geotextile interfaces for heap leaching applications	16
Behavior of geosynthetic-encased stone column reinforced foundation under freeze-thaw cycles	16
Centrifuge shaking table tests on tiered reinforced soil retaining walls subjected to the excitations of near-field ground motions	15
Discussion: “Physical and numerical modelling of strip footing on geogrid reinforced transparent sand” By Jianfeng Chen, Xiaopeng Guo, Rui Sun, Sathiyamoorthy Rajesh, Song Jiang, Jianfeng Xue, J. Geot	15
Effects of chemical precipitation on the permeability of geotextile envelopes for subsurface drainage systems in arid areas	15
The role of geosynthetics in reducing the fluidisation potential of soft subgrade under cyclic loading	15
DIA of centrifuge model tests on geogrid reinforced soil walls with low-permeable backfills subjected to rainfall	15
Dynamic shear behavior of GMB/CCL interface under cyclic loading	15
Introduction to a novel geotextile tube connection construction method: A case study of test site and field application	15
Application of EPS geofoam in rockfall galleries: Insights from large-scale experiments and FDEM simulations	15
Experimental investigation on electro-osmotic treatment combined with vacuum preloading for marine clay	15
Water retention curves of a geosynthetic clay liner under non-uniform temperature-stress paths	15
Permeability prediction in geotextile envelope after chemical clogging: a coupled model	15
An analytical solution for the settlement of encased stone columns beneath rigid footings	15
Three-dimensional physical modeling of load transfer in basal reinforced embankments under differential settlement	15
Role of particle shape on the shear strength of sand-GCL interfaces under dry and wet conditions	15
Effect of subgrade on leakage through a defective geomembrane seam below saturated tailings	15