Geotextiles and Geomembranes

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	93
Physical and numerical modelling of strip footing on geogrid reinforced transparent sand	55
Experimental study on vacuum preloading consolidation of landfill sludge conditioned by Fenton's reagent under varying filter pore size	53
Performance issues of barrier systems for landfills: A review	49
Mechanical property and deformation behavior of geogrid reinforced calcareous sand	47
Centrifuge modeling of geosynthetic-encased stone column-supported embankment over soft clay	45
Effectiveness of geogrid reinforcement in improvement of mechanical behavior of sand-contaminated ballast	43
Vertical cyclic loading response of geosynthetic-encased stone column in soft clay	42
Particle shape effects on the cyclic shear behaviour of the soil–geogrid interface	41
Comparison and evaluation of analytical models for the design of geosynthetic-reinforced and pile-supported embankments	41
Experimental investigation on the performance of multi-tiered geogrid mechanically stabilized earth (MSE) walls with wrap-around facing subjected to earthquake loading	40
Two-dimensional soil arching evolution in geosynthetic-reinforced pile-supported embankments over voids	36
Centrifuge model tests on the deformation behavior of geosynthetic-encased stone column supported embankment under undrained condition	36
Hydraulic conductivity of bentonite-polymer composite geosynthetic clay liners permeated with bauxite liquor	36
Analytical model for coupled consolidation and diffusion of organic contaminant transport in triple landfill liners	34
Combined vacuum and surcharge preloading method to improve lianyungang soft marine clay for embankment widening project: A case	33
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to coal combustion product leachates	32
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	30
Modified stress and temperature-controlled direct shear apparatus on soil-geosynthetics interfaces	29
Liquefaction resistance of fibre-reinforced silty sands under cyclic loading	29
A simple solution for prefabricated vertical drain with surcharge preloading combined with vacuum consolidation	29
Three-dimensional numerical analysis of geocell reinforced shell foundations	28
Shear strength behavior of clayey soil reinforced with polypropylene fibers under drained and undrained conditions	28

Effect of polypropylene fiber and nano-zeolite on stabilized soft soil under wet-dry cycles	27
Shear strength characteristics of geosynthetic reinforced rubber-sand mixtures	26
Analytical solution on vacuum consolidation of dredged slurry considering clogging effects	26
Geogrid-soil interaction: A new conceptual model and testing apparatus	25
Pullout behavior of geosynthetic reinforcement in biocemented soils	24
Critical length of encased stone columns	24
Investigating factors influencing polymer elution and the mechanism controlling the chemical compatibility of GCLs containing linear polymers	24
Mitigation of seasonal temperature change-induced problems with integral bridge abutments using EPS foam and geogrid	24
Microanalysis of smooth Geomembrane–Sand interface using FDM–DEM coupling simulation	24
Artificial intelligence algorithms for predicting peak shear strength of clayey soil-geomembrane interfaces and experimental validation	24
A general solution for leakage through geomembrane defects overlain by saturated tailings and underlain by highly permeable subgrade	24
Piping of silty sand tailings through a circular geomembrane hole	23
Deterministic and probabilistic assessment of margins of safety for internal stability of as-built PET strap reinforced soil walls	23
Shaking table tests on polymeric-strip reinforced-soil walls adjacent to a rock slope	23
Role of particle shape on the shear strength of sand-GCL interfaces under dry and wet conditions	23
Centrifuge modeling of geosynthetic-reinforced soil retaining walls subjected to the combined effect of earthquakes and rainfall	23
Effect of geomembrane hole geometry on leakage overlain by saturated tailings	23
Field study and numerical modelling for a road embankment built on soft soil improved with concrete injected columns and geosynthetics reinforced platform	23
Ultimate bearing capacity of strip footing resting on soil bed strengthened by wraparound geosynthetic reinforcement technique	22
Experimental study on the multi-impact resistance of a composite cushion composed of sand and geofoam	22
Performance enhancement of encased stone column with conductive natural geotextile under k0 stress condition	22
Numerical evaluation of the effect of foundation on the behaviour of reinforced soil walls	22
Case history on failure of geosynthetics-reinforced soil bridge approach retaining walls	22
A large-scale shaking table model test for acceleration and deformation response of geosynthetic encased stone column composite ground	21
Static stability analysis of geocell-reinforced slopes	21
Evaluating wettability of geotextiles with contact angles	21
Effect of specimen preparation on the swell index of bentonite-polymer GCLs	21
Performance of two-tiered reinforced-soil retaining walls under strip footing load	21
Seismic behavior of geosynthetic-reinforced retaining walls backfilled with cohesive soil	21
Performance of a 33m high geogrid reinforced soil embankment without concrete panel	21
Nonlinear consolidation analysis of soft soil with vertical drains considering well resistance and smear effect under cyclic loadings	20
Clogging effect of prefabricated horizontal drains in dredged soil by air booster vacuum consolidation	20
Research on the protection of expansive soil slopes under heavy rainfall by anchor-reinforced vegetation systems	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
Liquefaction behavior of fiber-reinforced calcareous sands in unidirectional and multidirectional simple shear tests	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
Liquefaction and post-liquefaction resistance of sand reinforced with recycled geofibre	19
Evaluation of geosynthetic reinforcement in unpaved road using moving wheel load test	19
Influence of micro and macroroughness of geomembrane surfaces on soil-geomembrane and geotextile-geomembrane interface strength	19
Application of EPS geofoam in rockfall galleries: Insights from large-scale experiments and FDEM simulations	19
Shaking table study on seismic behavior of MSE wall with inclined backfill soils reinforced by polymeric geostrips	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
Influence of geosynthetic stiffness on bearing capacity of strip footings seated on thin reinforced granular layers over undrained soft clay	19
Method for calculating horizontal drain induced non-linear and large strain degree of consolidation	18
A simplified model for the analysis of piled embankments considering arching and subsoil consolidation	18
Experimental study on uplift behavior of shallow anchor plates in geogrid-reinforced soil	18
Study on filtration process of geotextile with LBM-DEM-DLVO coupling method	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
Soil-reinforcement interaction: Stress regime evolution in geosynthetic-reinforced soils	18
Performance of polypropylene textile encased stone columns	18
Pullout testing and Particle Image Velocimetry (PIV) analysis of geogrid reinforcement embedded in granular drainage layers	18
Multi-scale understanding of sand-geosynthetic interface shear response through Micro-CT and shear band analysis	17
Effect of the particle size ratio on macro- and mesoscopic shear characteristics of the geogrid-reinforced rubber and sand mixture interface	17
Hydration/dehydration behaviour of geosynthetic clay liners in the Antarctic environment	17
Model test of clogging effects on composite foundation of geosynthetic-encased steel slag column	17
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
Experimental study on the permeability and self-healing capacity of geosynthetic clay liners in heavy metal solutions	16
Microstructures within and outside the smear zones for soft clay improvement using PVD only, Vacuum-PVD, Thermo-PVD and Thermo-Vacuum-PVD	16
Load sharing characteristics of rigid facing walls with geogrid reinforced railway subgrade during and after construction	16
Numerical modeling of floating geosynthetic-encased stone column–supported embankments with basal reinforcement	16
The role of geosynthetics in reducing the fluidisation potential of soft subgrade under cyclic loading	16
Effect of geogrid reinforcement on the load transfer in pile-supported embankment under cyclic loading	16
Full-scale accelerated testing of geogrid-reinforced inverted pavements	16
An analytical model for particle-geogrid aperture interaction	16
Land reclamation using the horizontal drainage enhanced geotextile sheet method	15
Effect of wet-dry cycles on standard & polymer-amended GCLs in covers subjected to flow over the GCL	15
Experimental evaluation of wicking geotextile-stabilized aggregate bases over subgrade under rainfall simulation and cyclic loading	15
Analytical solutions for contaminant diffusion in four-layer sediment-cap system for subaqueous in-situ capping	15
Geogrid reinforcement of ballasted railway superstructure for stabilization of the railway track geometry – A case study	15
Shaking table performance of reinforced soil retaining walls with different facing configurations	15
Prediction of pullout interaction coefficient of geogrids by extreme gradient boosting model	15
Consolidation considering increasing soil column radius for dredged slurries improved by vacuum preloading method	15
Effect of elevated temperatures on the degradation behaviour of elastomeric bituminous geomembranes	15
Interlayer bonding characterization of interfaces reinforced with geocomposites in field applications	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
Short- and long-term behavior of EPS geofoam in reduction of lateral earth pressure on rigid retaining wall subjected to surcharge loading	15
Dynamic shear behaviors of textured geomembrane/nonwoven geotextile interface under cyclic loading	15
Geosynthetics reinforced interposed layer to protect structures on deep foundations against strike-slip fault rupture	14
Physical model studies on damage and stability analysis of breakwaters armoured with geotextile sand containers	14
Effect of pressurization frequency and duration on the consolidation of a dredged soil using air booster vacuum preloading combined with prefabricated horizontal drains	14
Coupled consolidation via vertical drains in unsaturated soils induced by time-varying loading based on continuous permeable boundary	14
Field behaviors of a geogrid reinforced MSW slope in a high-food-waste-content MSW landfill: A case study	14
Sand-geogrid interfacial shear response revisited through additive manufacturing	14
Experimental study on the L-shaped anchorage capacity of the geogrid by the pullout test	14
Influence of uncertainty in geosynthetic stiffness on deterministic and probabilistic analyses using analytical solutions for three reinforced soil problems	14
Influence of geosynthetic reinforcement on the stability of an embankment with rigid columns embedded in an inclined underlying stratum	14
Numerical parametric study of geosynthetic reinforced soil integrated bridge system (GRS-IBS)	14
Reinforcement load in geosynthetic-reinforced pile-supported model embankments	14
Coupled effect of UV ageing and temperature on the diffusive transport of aqueous, vapour and gaseous phase organic contaminants through HDPE geomembrane	14
Working mechanism of a new wicking geotextile in roadway applications: A numerical study	13
Pullout resistance of inclined anchors embedded in geogrid reinforced sand	13
Experimental study on the mechanical behavior of shored mechanically stabilized earth walls for widening existing reinforced embankments	13
Geosynthetic-reinforced soils above voids: Observation of soil and geosynthetic deformation mechanisms	13
Stress-dependent method for calculating the modulus improvement factor in geocell-reinforced soil layers	13
Analysis of cyclic shear characteristics of reinforced soil interfaces under cyclic loading and unloading	13
Laboratory investigation and theoretical analysis of lateral pressure exerted by expansive soils on retaining walls with expanded polystyrene geofoam block upon water infiltration	13
Two-dimensional consolidation analysis of geotextile tubes filled with fine-grained material	13
Experimental study of PVD-improved dredged soil with vacuum preloading and air pressure	13
Effectiveness of a Geocomposite-PVD system in preventing subgrade instability and fluidisation under cyclic loading	13
Filtration performance of geotextile encasement to minimize the clogging of stone column during soil liquefaction	13
Internal stability analysis of geocell-reinforced slopes subjected to seismic loading based on pseudo-static approach	13
Novel soil-pegged geogrid (PG) interactions in pull-out loading conditions	13
Interface pullout resistance of polymeric strips embedded in marginal tropical soils	12
Experimental investigation on electro-osmotic treatment combined with vacuum preloading for marine clay	12
The short-term and creep mechanical behaviour of clayey soil-geocomposite drainage layer interfaces subjected to environmental loadings	12
Experimental investigation of a reinforced soil retaining wall with a flexible geogrid-wrapped ecological bag facing	12
Pullout resistance of geogrid and steel reinforcement embedded in lightweight cellular concrete backfill	12
Experimental study on the load bearing behavior of geosynthetic reinforced soil bridge abutments with different facing conditions	12
Development and mechanical properties of HDPE/PA6 blends: Polymer-blend geocells	12
Numerical study of the impact of climate conditions on stability of geocomposite and geogrid reinforced soil walls	12
Numerical study of geosynthetic reinforced soil bridge abutment performance under static and seismic loading considering effects of bridge deck	12
Modified axial pullout resistance factors of geogrids embedded in pond ash	12
Vibration response of machine foundations protected by use of adjacent multi-layer geocells	12
Experimental study on a geosynthetics isolator for the base vibration isolation of buildings neighboring metro transportation	12
A novel transient gravimetric monitoring technique implemented to GCL osmotic suction control	12
Characterization of geogrid mechanical and chemical properties from a thirty-six year old mechanically-stabilized earth wall	12
Geosynthetic reinforced piled embankment modeling using discrete and continuum approaches	12
Analytical solution for calculation of pull out force-deformation of geosynthetics reinforcing unsaturated soils	12
The influence of geosynthetic reinforcement on the mechanical behaviour of soil-pipe systems	12
Analyzing the deformation and failure of geosynthetic-encased granular soil in the triaxial stress condition	12
Shaking table tests on wall-type gravel and rubber drains as a liquefaction countermeasure in silty sand	11
Responses of single and group piles within MSE walls under static and cyclic lateral loads	11
Evaluating long-term benefits of geosynthetics in flexible pavements built over weak subgrades by finite element and Mechanistic-Empirical analyses	11
A shakedown limit calculation method for geogrid reinforced soils under moving loads	11

Importance of thickness reduction and squeeze-out Std-OIT loss for HDPE geomembrane fusion seams	11
Numerical study of strain development in high-density polyethylene geomembrane liner system in landfills using a new constitutive model for municipal solid waste	11
Shear strength and failure mechanism of needle-punched geosynthetic clay liner	11
Cyclic shear behavior of GMB/GCL composite liner	11
Three-dimensional physical modeling of load transfer in basal reinforced embankments under differential settlement	11
Effect of geotextile ageing and geomembrane surface roughness on the geomembrane-geotextile interfaces for heap leaching applications	11
Geosynthetic-reinforced soils above voids: Observation and prediction of soil arching	11
Experimental and numerical investigation of mechanical strength characteristics of natural fiber retrofitted rammed earth walls	11
A theoretical strain transfer model between optical fiber sensors and monitored substrates	11
Deformation of model reinforced soil structures: Comparison of theoretical and experimental results	11
Effect of prehydration, permeant, and desiccation on GCL/Geomembrane interface transmissivity	11
Effects of seismic amplification on the stability design of geosynthetic-reinforced soil walls	10
Effect of geosynthetic component characteristics on the potential for GCL internal erosion	10
Use of polyethylene terephthalate fibres for mitigating the liquefaction-induced failures	10
Experimental investigation on the accumulated strain of coarse-grained soil reinforced by geogrid under high-cycle cyclic loading	10
Case history on failure of a 67 M tall reinforced soil slope	10
Full-scale field study of using geofoam to reduce earth pressures on buried concrete culverts	10
The characterisation of geosynthetic interface friction by means of the inclined plane test	10
Design of geocell reinforced roads through fragility modeling	10
Centrifuge tests on geosynthetic-encased stone column supported embankment on seasonal frozen soil	10
Model tests of geosynthetic-reinforced soil walls with marginal backfill subjected to rainfall	10
Hysteresis of the water retention curves of geosynthetic clay liners in the high suction range	10
A laboratory evaluation of reinforcement loads induced by rainfall infiltration in geosynthetic mechanically stabilized earth walls	10
Stability assessment of 3D reinforced soil structures under steady unsaturated infiltration	10
Pullout tests on diagonally enhanced geocells embedded in sand to improve load-deformation response subjected to significant planar tensile loads	10
Water retention curves of a geosynthetic clay liner under non-uniform temperature-stress paths	9
Field monitoring of wicking geotextile to reduce soil moisture under a concrete pavement subjected to precipitations and temperature variations	9
Performance improvement of ballasted railway tracks using three-dimensional cellular geoinclusions	9
Semi-analytical solution for two-dimensional electro-osmotic consolidation of double-layered soil	9
Full-scale model tests of load transfer in geogrid-reinforced and floating pile-supported embankments	9
Microstructure characteristics of nonwoven geotextiles using SEM and CT methods	9
Combined effects of ammonium permeation and dry-wet cycles on the hydraulic conductivity and internal properties of geosynthetic clay liners	9
Analytical solutions for geosynthetic-encased stone column-supported embankments with emphasis on nonlinear behaviours of columns	9
A fast and precise methodology of creep master curve construction for geosynthetics based on stepped isothermal method (SIM)	9
Influence of water to cement ratio on mechanical performance of concrete canvas reinforced with warp-knitted spacer fabric	9
Verification of unified effective stress theory based on the effect of moisture on mechanical properties of fiber reinforced unsaturated soil	9
Influence of asphalt thickness on performance of geosynthetic-reinforced asphalt: Full-scale field study	9
CFD-DEM modeling of geotextile clogging in tunnel drainage systems	9
Probabilistic stability analysis of geosynthetic-reinforced slopes under pseudo-static and modified pseudo-dynamic conditions	9
Hydraulic conductivity requirement of granular and geotextile filter for internally stable soils	9
Influence of bio-clogging on permeability characteristics of soil	9
Model tests of freeze-thaw behavior of geocell-reinforced soils	9
Experimental study of a 3D printed geogrid embedded with FBG sensor for reinforcement of subgrade with underlying cave	8
Forecasting the moisture dynamics of a landfill capping system comprising different geosynthetics: A NARX neural network approach	8
Analytical solutions for geosynthetic-reinforced cohesive subgrade spanning trench voids	8
Numerical modeling of geosynthetic reinforced soil retaining walls with different toe restraint conditions	8
Characterisation of geomembrane and geotextile interface short-term creep behaviour in a dry condition	8
Degradation of HDPE, LLDPE, and blended polyethylene geomembranes in extremely low and high pH mining solutions at 85 °C	8
Effect of subgrade on leakage through a defective geomembrane seam below saturated tailings	8
Examining metal migration through geotextiles during dewatering	8
Water exchange across a subgrade-GCL interface as impacted by polymers and environmental conditions	8
Dynamic response of Mechanically Stabilised Earth (MSE) structures: A numerical study	8
Dynamic shear behavior of GMB/CCL interface under cyclic loading	8
A preliminary study of the application of the strain-self-sensing smart geogrid rib in expansive soils	8
Filtration performance of non- woven geotextiles with internally-stable and -unstable soils under dynamic loading	7
A multi-camera based photogrammetric method for three-dimensional full-field displacement measurements of geosynthetics during tensile test	7
Shear behavior of geocell-geofoam composite	7
Creep behavior and viscoelastic-plastic models for polymer-blend HDPE geocell sheets based on the stepped isothermal method	7
Effect of unequal biaxial tensile strains on the filtration behaviour of continuous filament needle-punched nonwoven geotextiles	7
Effects of chemical precipitation on the permeability of geotextile envelopes for subsurface drainage systems in arid areas	7
Influence of pore water chemistry on GCL self-healing with hydration from silica sand	7
Pullout behaviour of polymeric strips embedded in mixed recycled aggregate (MRA) from construction & demolition (C&D) waste – Effect of type of fill and compaction	7
Design of geosynthetic reinforced column supported embankments using an interaction diagram	7
A simple design approach to analyse the piled embankment including tensile reinforcement and subsoil contributions	7
Finite element limit analysis of load-bearing performance of reinforced slopes using a non-associated flow rule	7
A quasi-2D exploration of optimum design settings for geotextile-reinforced sand in assistance with PIV analysis of failure mechanism	7
Effect of fabric structure on in-plane and through-plane hydraulic properties of nonwoven geotextiles	7