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 2020-09-01 to 2024-09-01.)

Article	Citations
Predicting the settlement of geosynthetic-reinforced soil foundations using evolutionary artificial intelligence technique	106
Geosynthetic reinforcement stiffness for analytical and numerical modelling of reinforced soil structures	88
Experimental study on the clogging effect of dredged fill surrounding the PVD under vacuum preloading	56
Experimental study on vacuum preloading consolidation of landfill sludge conditioned by Fenton's reagent under varying filter pore size	53
Physical and numerical modelling of strip footing on geogrid reinforced transparent sand	52
Performance issues of barrier systems for landfills: A review	49
Mechanical property and deformation behavior of geogrid reinforced calcareous sand	45
Centrifuge modeling of geosynthetic-encased stone column-supported embankment over soft clay	44
Effectiveness of geogrid reinforcement in improvement of mechanical behavior of sand-contaminated ballast	42
Comparison and evaluation of analytical models for the design of geosynthetic-reinforced and pile-supported embankments	41
Vertical cyclic loading response of geosynthetic-encased stone column in soft clay	40
Particle shape effects on the cyclic shear behaviour of the soil–geogrid interface	39
Experimental investigation on the performance of multi-tiered geogrid mechanically stabilized earth (MSE) walls with wrap-around facing subjected to earthquake loading	37
Two-dimensional soil arching evolution in geosynthetic-reinforced pile-supported embankments over voids	36
Interface shear strength properties of geogrid-reinforced steel slags using a large-scale direct shear testing apparatus	35
Centrifuge model tests on the deformation behavior of geosynthetic-encased stone column supported embankment under undrained condition	35
Analytical model for coupled consolidation and diffusion of organic contaminant transport in triple landfill liners	34
Hydraulic conductivity of bentonite-polymer composite geosynthetic clay liners permeated with bauxite liquor	34
Combined vacuum and surcharge preloading method to improve lianyungang soft marine clay for embankment widening project: A case	32
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to coal combustion product leachates	31
Case study and numerical simulation of PVD improved soft Bangkok clay with surcharge and vacuum preloading using a modified air-water separation system	30
Large scale soft ground consolidation using electrokinetic geosynthetics	29
Modified stress and temperature-controlled direct shear apparatus on soil-geosynthetics interfaces	28
Liquefaction resistance of fibre-reinforced silty sands under cyclic loading	28
Three-dimensional numerical analysis of geocell reinforced shell foundations	28

A simple solution for prefabricated vertical drain with surcharge preloading combined with vacuum consolidation	28
Shear strength behavior of clayey soil reinforced with polypropylene fibers under drained and undrained conditions	26
Analytical solution on vacuum consolidation of dredged slurry considering clogging effects	26
Effect of polypropylene fiber and nano-zeolite on stabilized soft soil under wet-dry cycles	26
Shear strength characteristics of geosynthetic reinforced rubber-sand mixtures	24
Mitigation of seasonal temperature change-induced problems with integral bridge abutments using EPS foam and geogrid	24
Artificial intelligence algorithms for predicting peak shear strength of clayey soil-geomembrane interfaces and experimental validation	24
Experimental study on the behavior of eccentrically loaded circular footing model resting on reinforced sand	24
Pullout behavior of geosynthetic reinforcement in biocemented soils	24
Critical length of encased stone columns	23
Piping of silty sand tailings through a circular geomembrane hole	23
Role of particle shape on the shear strength of sand-GCL interfaces under dry and wet conditions	23
Microanalysis of smooth Geomembrane–Sand interface using FDM–DEM coupling simulation	23
Investigating factors influencing polymer elution and the mechanism controlling the chemical compatibility of GCLs containing linear polymers	23
A general solution for leakage through geomembrane defects overlain by saturated tailings and underlain by highly permeable subgrade	23
Field study and numerical modelling for a road embankment built on soft soil improved with concrete injected columns and geosynthetics reinforced platform	23
Geogrid-soil interaction: A new conceptual model and testing apparatus	23
Deterministic and probabilistic assessment of margins of safety for internal stability of as-built PET strap reinforced soil walls	22
Numerical evaluation of the effect of foundation on the behaviour of reinforced soil walls	22
Centrifuge modeling of geosynthetic-reinforced soil retaining walls subjected to the combined effect of earthquakes and rainfall	22
Effect of geomembrane hole geometry on leakage overlain by saturated tailings	22
Shaking table tests on polymeric-strip reinforced-soil walls adjacent to a rock slope	22
Static stability analysis of geocell-reinforced slopes	21
Evaluating wettability of geotextiles with contact angles	21
Seismic behavior of geosynthetic-reinforced retaining walls backfilled with cohesive soil	21
Performance of two-tiered reinforced-soil retaining walls under strip footing load	21
Ultimate bearing capacity of strip footing resting on soil bed strengthened by wraparound geosynthetic reinforcement technique	21
Case history on failure of geosynthetics-reinforced soil bridge approach retaining walls	21
Research on the protection of expansive soil slopes under heavy rainfall by anchor-reinforced vegetation systems	20
Design of soilbag-protected slopes in expansive soils	20
The effects of porosity, asphalt content and fiberglass incorporation on the tensile strength and resilient modulus of asphalt concrete blends	20
Effect of specimen preparation on the swell index of bentonite-polymer GCLs	20
Nonlinear consolidation analysis of soft soil with vertical drains considering well resistance and smear effect under cyclic loadings	20
Experimental study on seismic response of soilbags-built retaining wall	20
Experimental study on the multi-impact resistance of a composite cushion composed of sand and geofoam	20
Effect of basal reinforcement on performance of floating geosynthetic encased stone column-supported embankment	20
Effect of geogrid reinforcement on soil - structure – pipe interaction in terms of bearing capacity, settlement and stress distribution	20
Influence of clogging substances on pore characteristics and permeability of geotextile envelopes of subsurface drainage pipes in arid areas	19
Performance of a 33m high geogrid reinforced soil embankment without concrete panel	19
Influence of geosynthetic stiffness on bearing capacity of strip footings seated on thin reinforced granular layers over undrained soft clay	19
Centrifuge model studies on desiccation cracking behaviour of fiber-reinforced expansive clay	19
Load-bearing performance of model GRS bridge abutments with different facing and reinforcement spacing configurations	19
Performance enhancement of encased stone column with conductive natural geotextile under k0 stress condition	19
Study of lateral earth pressures on nonyielding retaining walls with deformable geofoam inclusions	19
Shaking table study on seismic behavior of MSE wall with inclined backfill soils reinforced by polymeric geostrips	19
Clogging effect of prefabricated horizontal drains in dredged soil by air booster vacuum consolidation	19
Study on filtration process of geotextile with LBM-DEM-DLVO coupling method	18
Application of EPS geofoam in rockfall galleries: Insights from large-scale experiments and FDEM simulations	18
Soil-reinforcement interaction: Stress regime evolution in geosynthetic-reinforced soils	18
Experimental study on uplift behavior of shallow anchor plates in geogrid-reinforced soil	18

Structural damage and shear performance degradation of fiber–lime–soil under freeze–thaw cycling	18
Effect of added polymer on the desiccation and healing of a geosynthetic clay liner subject to thermal gradients	18
Laboratory evaluation of interfacial mechanical properties in geogrid-reinforced bituminous layers	17
Experimental study of the performance of geosynthetics-reinforced soil walls under differential settlements	17
Method for calculating horizontal drain induced non-linear and large strain degree of consolidation	17
Liquefaction behavior of fiber-reinforced calcareous sands in unidirectional and multidirectional simple shear tests	17
A simplified model for the analysis of piled embankments considering arching and subsoil consolidation	17
A large-scale shaking table model test for acceleration and deformation response of geosynthetic encased stone column composite ground	17
Evaluation of geosynthetic reinforcement in unpaved road using moving wheel load test	17
Pullout testing and Particle Image Velocimetry (PIV) analysis of geogrid reinforcement embedded in granular drainage layers	17
Multi-scale understanding of sand-geosynthetic interface shear response through Micro-CT and shear band analysis	16
Microstructures within and outside the smear zones for soft clay improvement using PVD only, Vacuum-PVD, Thermo-PVD and Thermo-Vacuum-PVD	16
Influence of micro and macroroughness of geomembrane surfaces on soil-geomembrane and geotextile-geomembrane interface strength	16
An analytical model for particle-geogrid aperture interaction	16
Performance of polypropylene textile encased stone columns	16
Experimental study on the permeability and self-healing capacity of geosynthetic clay liners in heavy metal solutions	16
Hydration/dehydration behaviour of geosynthetic clay liners in the Antarctic environment	16
Liquefaction and post-liquefaction resistance of sand reinforced with recycled geofibre	16
Model test of clogging effects on composite foundation of geosynthetic-encased steel slag column	16
Effect of geogrid reinforcement on the load transfer in pile-supported embankment under cyclic loading	16
Load sharing characteristics of rigid facing walls with geogrid reinforced railway subgrade during and after construction	16
The role of geosynthetics in reducing the fluidisation potential of soft subgrade under cyclic loading	15
Numerical modeling of floating geosynthetic-encased stone column–supported embankments with basal reinforcement	15
Effect of the particle size ratio on macro- and mesoscopic shear characteristics of the geogrid-reinforced rubber and sand mixture interface	15
Prediction of pore size characteristics of woven slit-film geotextiles subjected to unequal biaxial tensile strains	15
Experimental evaluation of wicking geotextile-stabilized aggregate bases over subgrade under rainfall simulation and cyclic loading	15
Consolidation considering increasing soil column radius for dredged slurries improved by vacuum preloading method	15
Short- and long-term behavior of EPS geofoam in reduction of lateral earth pressure on rigid retaining wall subjected to surcharge loading	15
A simple unified stress-strain model for geotextile-wrapped soils	15
A new apparatus for the study of pullout behaviour of soil-geosynthetic interfaces under sustained load over time	15
Analytical solutions for contaminant diffusion in four-layer sediment-cap system for subaqueous in-situ capping	15
Dynamic shear behaviors of textured geomembrane/nonwoven geotextile interface under cyclic loading	15