Geotextiles and Geomembranes

Article	Citations
Predicting the settlement of geosynthetic-reinforced soil foundations using evolutionary artificial intelligence technique	86
Effects of freeze-thaw cycles on the unconfined compressive strength of straw fiber-reinforced soil	72
Geosynthetic reinforcement stiffness for analytical and numerical modelling of reinforced soil structures	68
Geosynthetic clay liners: Perceptions and misconceptions	61
Experimental study on vacuum preloading consolidation of landfill sludge conditioned by Fenton's reagent under varying filter pore size	51
Experimental study on the clogging effect of dredged fill surrounding the PVD under vacuum preloading	49
Performance issues of barrier systems for landfills: A review	44
Effects of pressurizing timing on air booster vacuum consolidation of dredged slurry	42
Physical and numerical modelling of strip footing on geogrid reinforced transparent sand	41
Laboratory investigation of the behavior of a geosynthetic encased stone column in sand under cyclic loading	41
Apparent clogging effect in vacuum-induced consolidation of dredged soil with prefabricated vertical drains	40
Stability analysis of stone column-supported and geosynthetic-reinforced embankments on soft ground	38
Effectiveness of geogrid reinforcement in improvement of mechanical behavior of sand-contaminated ballast	38
Particle shape effects on the cyclic shear behaviour of the soil–geogrid interface	37
Centrifuge modeling of geosynthetic-encased stone column-supported embankment over soft clay	35
Barrier properties of a geosynthetic clay liner using polymerized sodium bentonite	34
Mechanical property and deformation behavior of geogrid reinforced calcareous sand	34
Comparison and evaluation of analytical models for the design of geosynthetic-reinforced and pile-supported embankments	34
Interface shear strength properties of geogrid-reinforced steel slags using a large-scale direct shear testing apparatus	33
Hydraulic conductivity of bentonite-polymer composite geosynthetic clay liners permeated with bauxite liquor	32
Vertical cyclic loading response of geosynthetic-encased stone column in soft clay	32
Experimental investigation on the performance of multi-tiered geogrid mechanically stabilized earth (MSE) walls with wrap-around facing subjected to earthquake loading	31
Field assessment of railway ballast degradation and mitigation using geotextile	29
Centrifuge model tests on the deformation behavior of geosynthetic-encased stone column supported embankment under undrained condition	29
Analytical model for coupled consolidation and diffusion of organic contaminant transport in triple landfill liners	28

Liquefaction resistance of fibre-reinforced silty sands under cyclic loading	27
Consolidation behavior of dredged ultra-soft soil improved with prefabricated vertical drain at the Mae Moh mine, Thailand	27
Two-dimensional soil arching evolution in geosynthetic-reinforced pile-supported embankments over voids	27
Numerical study of creep effects on settlements and load transfer mechanisms of soft soil improved by deep cement mixed soil columns under embankment load	26
Combined vacuum and surcharge preloading method to improve lianyungang soft marine clay for embankment widening project: A case	25
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to coal combustion product leachates	24
Modified stress and temperature-controlled direct shear apparatus on soil-geosynthetics interfaces	24
Geofoam blocks to protect buried pipelines subjected to strike-slip fault rupture	24
Large scale soft ground consolidation using electrokinetic geosynthetics	24
Analytical solution on vacuum consolidation of dredged slurry considering clogging effects	24
A simple solution for prefabricated vertical drain with surcharge preloading combined with vacuum consolidation	23
Modelling of hydraulic deterioration of geotextile filter in tunnel drainage system	23
Effect of aspect ratio of footing on behavior of two closely-spaced footings on geogrid-reinforced sand	23
Seismic performance of a whole Geosynthetic Reinforced Soil – Integrated Bridge System (GRS-IBS) in shaking table test	22
Field study and numerical modelling for a road embankment built on soft soil improved with concrete injected columns and geosynthetics reinforced platform	22
Case study and numerical simulation of PVD improved soft Bangkok clay with surcharge and vacuum preloading using a modified air-water separation system	22
Three-dimensional numerical analysis of geocell reinforced shell foundations	22
Mitigation of seasonal temperature change-induced problems with integral bridge abutments using EPS foam and geogrid	22
Deterministic and probabilistic assessment of margins of safety for internal stability of as-built PET strap reinforced soil walls	21
Pullout behavior of geosynthetic reinforcement in biocemented soils	20
Experimental study on the behavior of eccentrically loaded circular footing model resting on reinforced sand	20
Combining EPS geofoam with geocell to reduce buried pipe loads and trench surface rutting	20
Shear strength behavior of clayey soil reinforced with polypropylene fibers under drained and undrained conditions	20
Upper bound seismic limit analysis of geosynthetic-reinforced unsaturated soil walls	19
Effect of geomembrane hole geometry on leakage overlain by saturated tailings	19
A general solution for leakage through geomembrane defects overlain by saturated tailings and underlain by highly permeable subgrade	19
Shear strength characteristics of geosynthetic reinforced rubber-sand mixtures	19
Role of particle shape on the shear strength of sand-GCL interfaces under dry and wet conditions	19
Geogrid-soil interaction: A new conceptual model and testing apparatus	19
Microanalysis of smooth Geomembrane–Sand interface using FDM–DEM coupling simulation	19
Investigating factors influencing polymer elution and the mechanism controlling the chemical compatibility of GCLs containing linear polymers	19
Effect of polypropylene fiber and nano-zeolite on stabilized soft soil under wet-dry cycles	19
Centrifuge modeling of geosynthetic-reinforced soil retaining walls subjected to the combined effect of earthquakes and rainfall	19
Shaking table tests on polymeric-strip reinforced-soil walls adjacent to a rock slope	19
Experimental study on the multi-impact resistance of a composite cushion composed of sand and geofoam	18
Shaking table tests on gravel slopes reinforced by concrete canvas	18
Static stability analysis of geocell-reinforced slopes	18
Design of soilbag-protected slopes in expansive soils	18
Effect of basal reinforcement on performance of floating geosynthetic encased stone column-supported embankment	18
The effects of porosity, asphalt content and fiberglass incorporation on the tensile strength and resilient modulus of asphalt concrete blends	18
Piping of silty sand tailings through a circular geomembrane hole	17
Ultimate bearing capacity of strip footing resting on soil bed strengthened by wraparound geosynthetic reinforcement technique	17
Numerical- simulation of compaction-induced stress for the analysis of RS walls under surcharge loading	17
Numerical evaluation of the effect of foundation on the behaviour of reinforced soil walls	17
Artificial intelligence algorithms for predicting peak shear strength of clayey soil-geomembrane interfaces and experimental validation	17
Case history on failure of geosynthetics-reinforced soil bridge approach retaining walls	17
Effect of specimen preparation on the swell index of bentonite-polymer GCLs	17
Performance of a 33m high geogrid reinforced soil embankment without concrete panel	17
Effect of added polymer on the desiccation and healing of a geosynthetic clay liner subject to thermal gradients	17
Centrifuge model studies on desiccation cracking behaviour of fiber-reinforced expansive clay	16

Influence of clogging substances on pore characteristics and permeability of geotextile envelopes of subsurface drainage pipes in arid areas	16
Performance of two-tiered reinforced-soil retaining walls under strip footing load	16
Experimental study on the sandbag isolator of buildings for subway-induced vertical vibration and secondary air-borne noise	16
A large-scale shaking table model test for acceleration and deformation response of geosynthetic encased stone column composite ground	16
Seismic behavior of geosynthetic-reinforced retaining walls backfilled with cohesive soil	16
Performance of geosynthetic-reinforced soil foundations across a normal fault	16
Effect of geogrid reinforcement on soil - structure – pipe interaction in terms of bearing capacity, settlement and stress distribution	16
Soil-reinforcement interaction: Stress regime evolution in geosynthetic-reinforced soils	16
Nonlinear consolidation analysis of soft soil with vertical drains considering well resistance and smear effect under cyclic loadings	16
Static structural behavior of geogrid reinforced soil retaining walls with a deformation buffer zone	16
Experimental study on seismic response of soilbags-built retaining wall	16
Study on filtration process of geotextile with LBM-DEM-DLVO coupling method	15
Critical length of encased stone columns	15
Evaluating wettability of geotextiles with contact angles	15
Microstructures within and outside the smear zones for soft clay improvement using PVD only, Vacuum-PVD, Thermo-PVD and Thermo-Vacuum-PVD	15
Hydration/dehydration behaviour of geosynthetic clay liners in the Antarctic environment	15
Load-bearing performance of model GRS bridge abutments with different facing and reinforcement spacing configurations	15
Pullout testing and Particle Image Velocimetry (PIV) analysis of geogrid reinforcement embedded in granular drainage layers	15
Performance enhancement of encased stone column with conductive natural geotextile under k0 stress condition	15
Experimental study of the performance of geosynthetics-reinforced soil walls under differential settlements	15
Experimental research on employed expanded polystyrene (EPS) for lightened sulfate heave of subgrade by thermal insulation properties	14
Study of lateral earth pressures on nonyielding retaining walls with deformable geofoam inclusions	14
Shaking table study on seismic behavior of MSE wall with inclined backfill soils reinforced by polymeric geostrips	14
Influence of geosynthetic stiffness on bearing capacity of strip footings seated on thin reinforced granular layers over undrained soft clay	14
Performance of polypropylene textile encased stone columns	14
The role of geosynthetics in reducing the fluidisation potential of soft subgrade under cyclic loading	14
Evaluation of geosynthetic reinforcement in unpaved road using moving wheel load test	14
Clogging effect of prefabricated horizontal drains in dredged soil by air booster vacuum consolidation	14
Geosynthetic-stabilized flexible pavements: Solution derivation and mechanistic-empirical analysis	14
Physical model studies on damage and stability analysis of breakwaters armoured with geotextile sand containers	14
Experimental study on the L-shaped anchorage capacity of the geogrid by the pullout test	14
Coupled consolidation via vertical drains in unsaturated soils induced by time-varying loading based on continuous permeable boundary	14
Load sharing characteristics of rigid facing walls with geogrid reinforced railway subgrade during and after construction	13
Experimental evaluation of wicking geotextile-stabilized aggregate bases over subgrade under rainfall simulation and cyclic loading	13
Application of EPS geofoam in rockfall galleries: Insights from large-scale experiments and FDEM simulations	13
Laboratory evaluation of interfacial mechanical properties in geogrid-reinforced bituminous layers	13
Experimental study on the permeability and self-healing capacity of geosynthetic clay liners in heavy metal solutions	13
Shear strength of landfill liner interface in the case of varying normal stress	13
Liquefaction and post-liquefaction resistance of sand reinforced with recycled geofibre	13
Field behaviors of a geogrid reinforced MSW slope in a high-food-waste-content MSW landfill: A case study	13
A simplified model for the analysis of piled embankments considering arching and subsoil consolidation	13
Prediction of pore size characteristics of woven slit-film geotextiles subjected to unequal biaxial tensile strains	13
Analysis of cyclic shear characteristics of reinforced soil interfaces under cyclic loading and unloading	12
Multi-scale understanding of sand-geosynthetic interface shear response through Micro-CT and shear band analysis	12
Liquefaction behavior of fiber-reinforced calcareous sands in unidirectional and multidirectional simple shear tests	12
Numerical modeling of floating geosynthetic-encased stone column–supported embankments with basal reinforcement	12
Model test of clogging effects on composite foundation of geosynthetic-encased steel slag column	12
Consolidation considering increasing soil column radius for dredged slurries improved by vacuum preloading method	12
Experimental study on uplift behavior of shallow anchor plates in geogrid-reinforced soil	12
Geosynthetics reinforced interposed layer to protect structures on deep foundations against strike-slip fault rupture	12
A simple unified stress-strain model for geotextile-wrapped soils	12
Modified axial pullout resistance factors of geogrids embedded in pond ash	12
Numerical parametric study of geosynthetic reinforced soil integrated bridge system (GRS-IBS)	12
A new apparatus for the study of pullout behaviour of soil-geosynthetic interfaces under sustained load over time	12
Analyzing the deformation and failure of geosynthetic-encased granular soil in the triaxial stress condition	12
Influence of micro and macroroughness of geomembrane surfaces on soil-geomembrane and geotextile-geomembrane interface strength	12
Damage to geomembrane liners from tire derived aggregate	12
Effect of wet-dry cycles on standard & polymer-amended GCLs in covers subjected to flow over the GCL	12
Performance monitoring and numerical assessment of a test embankment with preloading and vertical drains on Texcoco lacustrine soft clays	12
Tension force analysis of geotextile tubes by half cross-section test	12
Effectiveness of a Geocomposite-PVD system in preventing subgrade instability and fluidisation under cyclic loading	12
An analytical model for particle-geogrid aperture interaction	11
Effect of pressurization frequency and duration on the consolidation of a dredged soil using air booster vacuum preloading combined with prefabricated horizontal drains	11
Analytical solutions for contaminant diffusion in four-layer sediment-cap system for subaqueous in-situ capping	11
Seismic analysis of 3D geosynthetic-reinforced soil structures in cohesive backfills with cracks	11
Analytical solution for calculation of pull out force-deformation of geosynthetics reinforcing unsaturated soils	11
Novel soil-pegged geogrid (PG) interactions in pull-out loading conditions	11
Dynamic shear behaviors of textured geomembrane/nonwoven geotextile interface under cyclic loading	11
Structural damage and shear performance degradation of fiber–lime–soil under freeze–thaw cycling	11
Geosynthetic liner integrity and stability analysis for a waste containment facility with a preferential slip plane within the liner system	11
Influence of geosynthetic reinforcement on the stability of an embankment with rigid columns embedded in an inclined underlying stratum	11
Experimental study of PVD-improved dredged soil with vacuum preloading and air pressure	11
Interlayer bonding characterization of interfaces reinforced with geocomposites in field applications	11
A novel transient gravimetric monitoring technique implemented to GCL osmotic suction control	11
Interface pullout resistance of polymeric strips embedded in marginal tropical soils	10
A theoretical strain transfer model between optical fiber sensors and monitored substrates	10
Experimental investigation on electro-osmotic treatment combined with vacuum preloading for marine clay	10
Lifetime assessment of exposed PVC-P geomembranes installed on Italian dams	10
Effect of geogrid reinforcement on the load transfer in pile-supported embankment under cyclic loading	10
Working mechanism of a new wicking geotextile in roadway applications: A numerical study	10

Laboratory investigation of boundary effect on pressure-settlement behavior of foundation soil with limited thickness involving geosynthetics	10
Development and mechanical properties of HDPE/PA6 blends: Polymer-blend geocells	10
Determination of geomembrane – protective geotextile friction angle: An insight into the shear rate effect	10
Design of geocell reinforced roads through fragility modeling	10
Shaking table performance of reinforced soil retaining walls with different facing configurations	10
Deformation of model reinforced soil structures: Comparison of theoretical and experimental results	10
Pullout resistance of geogrid and steel reinforcement embedded in lightweight cellular concrete backfill	10
Self-healing of circular and slit defects in GCLs upon hydration from silty sand under applied stress	10
Method for calculating horizontal drain induced non-linear and large strain degree of consolidation	10
Pullout resistance of inclined anchors embedded in geogrid reinforced sand	10
A shakedown limit calculation method for geogrid reinforced soils under moving loads	10
Shear strength evaluation of composite pavement with geotextile as reinforcement at the interface	10
Effect of prehydration, permeant, and desiccation on GCL/Geomembrane interface transmissivity	10
The influence of geosynthetic reinforcement on the mechanical behaviour of soil-pipe systems	10
Effect of the particle size ratio on macro- and mesoscopic shear characteristics of the geogrid-reinforced rubber and sand mixture interface	10
Stress-dependent method for calculating the modulus improvement factor in geocell-reinforced soil layers	9
Geogrid reinforcement of ballasted railway superstructure for stabilization of the railway track geometry – A case study	9
A laboratory evaluation of reinforcement loads induced by rainfall infiltration in geosynthetic mechanically stabilized earth walls	9
Research on the protection of expansive soil slopes under heavy rainfall by anchor-reinforced vegetation systems	9
The short-term and creep mechanical behaviour of clayey soil-geocomposite drainage layer interfaces subjected to environmental loadings	9
Short- and long-term behavior of EPS geofoam in reduction of lateral earth pressure on rigid retaining wall subjected to surcharge loading	9
Characterization of geogrid mechanical and chemical properties from a thirty-six year old mechanically-stabilized earth wall	9
Effect of geotextile ageing and geomembrane surface roughness on the geomembrane-geotextile interfaces for heap leaching applications	9
Effects of seismic amplification on the stability design of geosynthetic-reinforced soil walls	9
Shear strength and failure mechanism of needle-punched geosynthetic clay liner	9
Full-scale field study of using geofoam to reduce earth pressures on buried concrete culverts	9
Reclamation of abandoned open mines with innovative meandrically arranged geotextiles	9
Hysteresis of the water retention curves of geosynthetic clay liners in the high suction range	9
Filtration performance of geotextile encasement to minimize the clogging of stone column during soil liquefaction	8
Analytical solutions for geosynthetic-encased stone column-supported embankments with emphasis on nonlinear behaviours of columns	8
TCE and PCE diffusion through five geomembranes including two coextruded with an EVOH layer	8
Performance improvement of ballasted railway tracks using three-dimensional cellular geoinclusions	8
Numerical study of strain development in high-density polyethylene geomembrane liner system in landfills using a new constitutive model for municipal solid waste	8
Coupled effect of UV ageing and temperature on the diffusive transport of aqueous, vapour and gaseous phase organic contaminants through HDPE geomembrane	8
Shaking table tests on wall-type gravel and rubber drains as a liquefaction countermeasure in silty sand	8
Analyses and design of steep slope with GeoBarrier system (GBS) under heavy rainfall	8
Three-dimensional physical modeling of load transfer in basal reinforced embankments under differential settlement	8
Geosynthetic reinforced piled embankment modeling using discrete and continuum approaches	8
Experimental investigation of a reinforced soil retaining wall with a flexible geogrid-wrapped ecological bag facing	8
Geosynthetic-reinforced soils above voids: Observation of soil and geosynthetic deformation mechanisms	8
Reinforcement load in geosynthetic-reinforced pile-supported model embankments	8
Pullout tests on diagonally enhanced geocells embedded in sand to improve load-deformation response subjected to significant planar tensile loads	8
Centrifuge tests on geosynthetic-encased stone column supported embankment on seasonal frozen soil	8
Numerical study of geosynthetic reinforced soil bridge abutment performance under static and seismic loading considering effects of bridge deck	8
Field monitoring of wicking geotextile to reduce soil moisture under a concrete pavement subjected to precipitations and temperature variations	8
Case history on failure of a 67 M tall reinforced soil slope	8
Seismic performance and numerical simulation of earth-fill dam with geosynthetic clay liner in shaking table test	8
Influence of uncertainty in geosynthetic stiffness on deterministic and probabilistic analyses using analytical solutions for three reinforced soil problems	8
Effect of elevated temperatures on the degradation behaviour of elastomeric bituminous geomembranes	8
Responses of single and group piles within MSE walls under static and cyclic lateral loads	8
Characterisation of geomembrane and geotextile interface short-term creep behaviour in a dry condition	8
Water exchange across a subgrade-GCL interface as impacted by polymers and environmental conditions	7
Combined effects of ammonium permeation and dry-wet cycles on the hydraulic conductivity and internal properties of geosynthetic clay liners	7
Prediction of pullout interaction coefficient of geogrids by extreme gradient boosting model	7
A fast and precise methodology of creep master curve construction for geosynthetics based on stepped isothermal method (SIM)	7
Analytical solutions for geosynthetic-reinforced cohesive subgrade spanning trench voids	7
Experimental and numerical investigation of mechanical strength characteristics of natural fiber retrofitted rammed earth walls	7
Evaluating long-term benefits of geosynthetics in flexible pavements built over weak subgrades by finite element and Mechanistic-Empirical analyses	7
Water retention curves of a geosynthetic clay liner under non-uniform temperature-stress paths	7
Probabilistic stability analysis of geosynthetic-reinforced slopes under pseudo-static and modified pseudo-dynamic conditions	7
Two-dimensional consolidation analysis of geotextile tubes filled with fine-grained material	7
Stability assessment of 3D reinforced soil structures under steady unsaturated infiltration	7
Influence of bio-clogging on permeability characteristics of soil	7
Model tests of freeze-thaw behavior of geocell-reinforced soils	7
Numerical study of the impact of climate conditions on stability of geocomposite and geogrid reinforced soil walls	7
Shear behavior of geocell-geofoam composite	7
Sand-geogrid interfacial shear response revisited through additive manufacturing	7
The characterisation of geosynthetic interface friction by means of the inclined plane test	7
Examining metal migration through geotextiles during dewatering	7