OOIR: Observatory of International Research

Papers

(The TQCC of Geosynthetics International is 6. 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 2020-11-01 to 2024-11-01.)

Article	Citations
Multivariate adaptive regression splines model for reinforced soil foundations	61
Effect of fiber reinforcement on the mechanical behavior of bio-cemented sand	47
Influence of pocket shape on numerical response of geocell reinforced foundation systems	35
Monotonic, cyclic and post-cyclic shearing behavior of sand-EPS geofoam interface	24
Effect of aperture ratio on the cyclic shear behaviour of aggregate-geogrid interfaces	22
Dewatering of dredged slurry by horizontal drain assisted with vacuum and flocculation	21
Interaction between PFASs and geosynthetic liners: current status and the way forward	19
Liquefaction behavior of fiber-reinforced sand based on cyclic triaxial tests	18
Behavior of discrete fiber-reinforced sandy soil in large-scale simple shear tests	18
Behaviour evaluation of a gravelly soil–geogrid interface under normal cyclic loading	18
Analytical model for the design of piled embankments considering cohesive soils	17
The use of geosynthetics in roads	17
Behavior of geocell reinforced bed under vibration loading: 3D numerical studies	15
Effect of internal drainage on deformation behavior of GRS wall during rainfall	14
Effect of a two-tiered configuration on the seismic behaviour of reinforced soil walls	14
Strength and microstructure of a lignin fiber-reinforced expansive soil in cold regions	14
Effect of temperature on the mechanical properties of two polymeric geogrid materials	14
Geosynthetic encased column-supported embankment: behavior with and without basal geogrid	14
Evaluation of required connection load in GRS-IBS structures under service loads	13
Encased stone columns: coupled continuum – discrete modelling and observations	13
Pullout of geogrids from tire-derived aggregate having large particle size	13
Repeated loading of soilbag-reinforced road subgrade	12
Effect of infilled materials and arrangements on shear characteristics of stacked soilbags	12
Shaking table study on sand-EPS beads-mixtures using a laminar box	12
Static liquefaction behavior of short discrete carbon fiber reinforced silty sand	12

Analytical solution for solute transport in a triple liner under non-isothermal conditions	11
Thermal desiccation of geosynthetic clay liners under brine pond conditions	11
Use of geosynthetics to mitigate problems associated with expansive clay subgrades	11
X-ray computed tomography imaging of fibre-reinforced clay subjected to triaxial loading	11
Mechanical and hydraulic compatibility of RAP with geosynthetics used in MSE walls	11
Influence of physical clogging on filtration performance of soil-geotextile interaction	10
Model studies of square footings on geocell-reinforced slopes	10
Settlement-based cost optimization of geogrid-reinforced pile-supported foundation	10
Swelling prediction for green stabilized fiber-reinforced sulfate-rich dispersive soils	10
Factors affecting geotextile filter long-term behaviour and their relevance in design	10
Geogrid-soil interaction: experimental analysis of factors influencing load transfer	10
Field assessment of improvement in composite modulus of geosynthetic-reinforced pavements	10
Evaluation of interaction properties of uniaxial geogrids with waste foundry sand	9
Mechanisms controlling the hydraulic conductivity of anionic polymer-enhanced GCLs	9
Interface creep behavior of tensioned GFRP tendons embedded in cemented soils	9
Undrained response of geocell-confined pond ash samples under static and cyclic loading	9
Laboratory evaluation of dynamic shear response of sand – geomembrane interface	9
Centrifuge model and numerical studies of strip footing on reinforced transparent soils	9
Stress crack resistance of unaged high-density polyethylene geomembrane fusion seams	9
Vacuum-induced lateral deformation around a vertical drain in dredged slurry	9
Predicting strength of soilbags under cyclic compression	9
Fatigue performance of geosynthetic-reinforced asphalt layers	9
Performance of laboratory geogrid-reinforced retaining walls under freeze-thaw cycles	9
Effects of processing type on shear modulus and damping ratio of waste tire-sand mixtures	9
Field monitoring of vertical stress distribution in GRS-IBS with full-height rigid facings	8
Dynamic behaviour of pipe protected by rubber–soil mixtures	8
Investigation on load-carrying capacity of geogrid-encased deep cement mixing piles	8
Geosynthetic performance against slope erosion caused by high intensity rainfall	8
Influence of soil density on performance of geocell-reinforced vertical anchor in sand	8
Evaluation of required stiffness and strength of cellular geosynthetics	8
Shear strength characteristics of interlocked EPS-block geofoam-sand interface	7
Vertical stability of geotextile-encased sand columns without and with surrounding soil	7
Novel application of machine learning for estimation of pullout coefficient of geogrid	7
Performance and design of modified geotextile tubes during filling and consolidation	7
Influence of geosynthetic stiffness on analytical solutions for reinforced fill over void	7
Influence of backfill type on the load-bearing performance of GRS bridge abutments	7
Water characteristic curves of geosynthetic clay liners hydrated by a saline solution	7
Bearing capacity improvement using soil-filled post-consumer PET bottles	6
Experimental study of a geosynthetic-reinforced soil bridge abutment	6
Factors affecting multicomponent GCL-geomembrane interface transmissivity for landfills	6
Experiments and dimensional analysis of waste tire-based permeable pavements	6
Interaction mechanisms in small-scale model MSE walls under the strip footing load	6
Consolidation of unsaturated soil by vertical drain considering smear and well resistance	6
Numerical investigation of the interaction of back-to-back MSE walls	6
Compatibility of tailings–nonwoven geotextile under stress and the effect of sand filter	6