Geotextiles and Geomembranes

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 2020-11-01 to 2024-11-01.)
ArticleCitations
Predicting the settlement of geosynthetic-reinforced soil foundations using evolutionary artificial intelligence technique106
Geosynthetic reinforcement stiffness for analytical and numerical modelling of reinforced soil structures93
Physical and numerical modelling of strip footing on geogrid reinforced transparent sand55
Experimental study on vacuum preloading consolidation of landfill sludge conditioned by Fenton's reagent under varying filter pore size53
Performance issues of barrier systems for landfills: A review49
Mechanical property and deformation behavior of geogrid reinforced calcareous sand47
Centrifuge modeling of geosynthetic-encased stone column-supported embankment over soft clay45
Effectiveness of geogrid reinforcement in improvement of mechanical behavior of sand-contaminated ballast43
Vertical cyclic loading response of geosynthetic-encased stone column in soft clay42
Particle shape effects on the cyclic shear behaviour of the soil–geogrid interface41
Comparison and evaluation of analytical models for the design of geosynthetic-reinforced and pile-supported embankments41
Experimental investigation on the performance of multi-tiered geogrid mechanically stabilized earth (MSE) walls with wrap-around facing subjected to earthquake loading40
Centrifuge model tests on the deformation behavior of geosynthetic-encased stone column supported embankment under undrained condition36
Hydraulic conductivity of bentonite-polymer composite geosynthetic clay liners permeated with bauxite liquor36
Two-dimensional soil arching evolution in geosynthetic-reinforced pile-supported embankments over voids36
Analytical model for coupled consolidation and diffusion of organic contaminant transport in triple landfill liners34
Combined vacuum and surcharge preloading method to improve lianyungang soft marine clay for embankment widening project: A case33
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to coal combustion product leachates32
Large scale soft ground consolidation using electrokinetic geosynthetics30
Case study and numerical simulation of PVD improved soft Bangkok clay with surcharge and vacuum preloading using a modified air-water separation system30
Liquefaction resistance of fibre-reinforced silty sands under cyclic loading29
A simple solution for prefabricated vertical drain with surcharge preloading combined with vacuum consolidation29
Modified stress and temperature-controlled direct shear apparatus on soil-geosynthetics interfaces29
Three-dimensional numerical analysis of geocell reinforced shell foundations28
Shear strength behavior of clayey soil reinforced with polypropylene fibers under drained and undrained conditions28
Effect of polypropylene fiber and nano-zeolite on stabilized soft soil under wet-dry cycles27
Shear strength characteristics of geosynthetic reinforced rubber-sand mixtures26
Analytical solution on vacuum consolidation of dredged slurry considering clogging effects26
Geogrid-soil interaction: A new conceptual model and testing apparatus25
Pullout behavior of geosynthetic reinforcement in biocemented soils24
Critical length of encased stone columns24
Investigating factors influencing polymer elution and the mechanism controlling the chemical compatibility of GCLs containing linear polymers24
Mitigation of seasonal temperature change-induced problems with integral bridge abutments using EPS foam and geogrid24
Microanalysis of smooth Geomembrane–Sand interface using FDM–DEM coupling simulation24
Artificial intelligence algorithms for predicting peak shear strength of clayey soil-geomembrane interfaces and experimental validation24
A general solution for leakage through geomembrane defects overlain by saturated tailings and underlain by highly permeable subgrade24
Piping of silty sand tailings through a circular geomembrane hole23
Deterministic and probabilistic assessment of margins of safety for internal stability of as-built PET strap reinforced soil walls23
Shaking table tests on polymeric-strip reinforced-soil walls adjacent to a rock slope23
Role of particle shape on the shear strength of sand-GCL interfaces under dry and wet conditions23
Centrifuge modeling of geosynthetic-reinforced soil retaining walls subjected to the combined effect of earthquakes and rainfall23
Effect of geomembrane hole geometry on leakage overlain by saturated tailings23
Field study and numerical modelling for a road embankment built on soft soil improved with concrete injected columns and geosynthetics reinforced platform23
Experimental study on the multi-impact resistance of a composite cushion composed of sand and geofoam22
Performance enhancement of encased stone column with conductive natural geotextile under k0 stress condition22
Numerical evaluation of the effect of foundation on the behaviour of reinforced soil walls22
Case history on failure of geosynthetics-reinforced soil bridge approach retaining walls22
Ultimate bearing capacity of strip footing resting on soil bed strengthened by wraparound geosynthetic reinforcement technique22
Effect of specimen preparation on the swell index of bentonite-polymer GCLs21
Performance of two-tiered reinforced-soil retaining walls under strip footing load21
Seismic behavior of geosynthetic-reinforced retaining walls backfilled with cohesive soil21
Performance of a 33m high geogrid reinforced soil embankment without concrete panel21
A large-scale shaking table model test for acceleration and deformation response of geosynthetic encased stone column composite ground21
Static stability analysis of geocell-reinforced slopes21
Evaluating wettability of geotextiles with contact angles21
Research on the protection of expansive soil slopes under heavy rainfall by anchor-reinforced vegetation systems20
Effect of basal reinforcement on performance of floating geosynthetic encased stone column-supported embankment20
Effect of geogrid reinforcement on soil - structure – pipe interaction in terms of bearing capacity, settlement and stress distribution20
Liquefaction behavior of fiber-reinforced calcareous sands in unidirectional and multidirectional simple shear tests20
Design of soilbag-protected slopes in expansive soils20
The effects of porosity, asphalt content and fiberglass incorporation on the tensile strength and resilient modulus of asphalt concrete blends20
Nonlinear consolidation analysis of soft soil with vertical drains considering well resistance and smear effect under cyclic loadings20
Clogging effect of prefabricated horizontal drains in dredged soil by air booster vacuum consolidation20
Liquefaction and post-liquefaction resistance of sand reinforced with recycled geofibre19
Evaluation of geosynthetic reinforcement in unpaved road using moving wheel load test19
Influence of micro and macroroughness of geomembrane surfaces on soil-geomembrane and geotextile-geomembrane interface strength19
Application of EPS geofoam in rockfall galleries: Insights from large-scale experiments and FDEM simulations19
Shaking table study on seismic behavior of MSE wall with inclined backfill soils reinforced by polymeric geostrips19
Centrifuge model studies on desiccation cracking behaviour of fiber-reinforced expansive clay19
Load-bearing performance of model GRS bridge abutments with different facing and reinforcement spacing configurations19
Influence of geosynthetic stiffness on bearing capacity of strip footings seated on thin reinforced granular layers over undrained soft clay19
A simplified model for the analysis of piled embankments considering arching and subsoil consolidation18
Experimental study on uplift behavior of shallow anchor plates in geogrid-reinforced soil18
Study on filtration process of geotextile with LBM-DEM-DLVO coupling method18
Structural damage and shear performance degradation of fiber–lime–soil under freeze–thaw cycling18
Effect of added polymer on the desiccation and healing of a geosynthetic clay liner subject to thermal gradients18
Soil-reinforcement interaction: Stress regime evolution in geosynthetic-reinforced soils18
Performance of polypropylene textile encased stone columns18
Pullout testing and Particle Image Velocimetry (PIV) analysis of geogrid reinforcement embedded in granular drainage layers18
Method for calculating horizontal drain induced non-linear and large strain degree of consolidation18
Hydration/dehydration behaviour of geosynthetic clay liners in the Antarctic environment17
Model test of clogging effects on composite foundation of geosynthetic-encased steel slag column17
Laboratory evaluation of interfacial mechanical properties in geogrid-reinforced bituminous layers17
Experimental study of the performance of geosynthetics-reinforced soil walls under differential settlements17
Multi-scale understanding of sand-geosynthetic interface shear response through Micro-CT and shear band analysis17
Effect of the particle size ratio on macro- and mesoscopic shear characteristics of the geogrid-reinforced rubber and sand mixture interface17
An analytical model for particle-geogrid aperture interaction16
Experimental study on the permeability and self-healing capacity of geosynthetic clay liners in heavy metal solutions16
Load sharing characteristics of rigid facing walls with geogrid reinforced railway subgrade during and after construction16
Numerical modeling of floating geosynthetic-encased stone column–supported embankments with basal reinforcement16
Full-scale accelerated testing of geogrid-reinforced inverted pavements16
The role of geosynthetics in reducing the fluidisation potential of soft subgrade under cyclic loading16
Effect of geogrid reinforcement on the load transfer in pile-supported embankment under cyclic loading16
Microstructures within and outside the smear zones for soft clay improvement using PVD only, Vacuum-PVD, Thermo-PVD and Thermo-Vacuum-PVD16
A simple unified stress-strain model for geotextile-wrapped soils15
A new apparatus for the study of pullout behaviour of soil-geosynthetic interfaces under sustained load over time15
Short- and long-term behavior of EPS geofoam in reduction of lateral earth pressure on rigid retaining wall subjected to surcharge loading15
Dynamic shear behaviors of textured geomembrane/nonwoven geotextile interface under cyclic loading15
Land reclamation using the horizontal drainage enhanced geotextile sheet method15
Effect of wet-dry cycles on standard & polymer-amended GCLs in covers subjected to flow over the GCL15
Experimental evaluation of wicking geotextile-stabilized aggregate bases over subgrade under rainfall simulation and cyclic loading15
Analytical solutions for contaminant diffusion in four-layer sediment-cap system for subaqueous in-situ capping15
Geogrid reinforcement of ballasted railway superstructure for stabilization of the railway track geometry – A case study15
Shaking table performance of reinforced soil retaining walls with different facing configurations15
Prediction of pullout interaction coefficient of geogrids by extreme gradient boosting model15
Consolidation considering increasing soil column radius for dredged slurries improved by vacuum preloading method15
Effect of elevated temperatures on the degradation behaviour of elastomeric bituminous geomembranes15
Interlayer bonding characterization of interfaces reinforced with geocomposites in field applications15
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