OOIR: Observatory of International Research

Papers

(The TQCC of Geotextiles and Geomembranes is 13. 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 2020-04-01 to 2024-04-01.)

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
Comparison and evaluation of analytical models for the design of geosynthetic-reinforced and pile-supported embankments	34
Barrier properties of a geosynthetic clay liner using polymerized sodium bentonite	34
Mechanical property and deformation behavior of geogrid reinforced calcareous sand	34
Interface shear strength properties of geogrid-reinforced steel slags using a large-scale direct shear testing apparatus	33
Vertical cyclic loading response of geosynthetic-encased stone column in soft clay	32
Hydraulic conductivity of bentonite-polymer composite geosynthetic clay liners permeated with bauxite liquor	32
Experimental investigation on the performance of multi-tiered geogrid mechanically stabilized earth (MSE) walls with wrap-around facing subjected to earthquake loading	31
Centrifuge model tests on the deformation behavior of geosynthetic-encased stone column supported embankment under undrained condition	29
Field assessment of railway ballast degradation and mitigation using geotextile	29
Analytical model for coupled consolidation and diffusion of organic contaminant transport in triple landfill liners	28

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
Liquefaction resistance of fibre-reinforced silty sands under cyclic loading	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
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
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to coal combustion product leachates	24
Effect of aspect ratio of footing on behavior of two closely-spaced footings on geogrid-reinforced sand	23
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
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
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
Deterministic and probabilistic assessment of margins of safety for internal stability of as-built PET strap reinforced soil walls	21
Shear strength behavior of clayey soil reinforced with polypropylene fibers under drained and undrained conditions	20
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
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
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
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
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
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
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
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
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
Evaluating wettability of geotextiles with contact angles	15
Pullout testing and Particle Image Velocimetry (PIV) analysis of geogrid reinforcement embedded in granular drainage layers	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
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
Microstructures within and outside the smear zones for soft clay improvement using PVD only, Vacuum-PVD, Thermo-PVD and Thermo-Vacuum-PVD	15
Study on filtration process of geotextile with LBM-DEM-DLVO coupling method	15
Critical length of encased stone columns	15
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
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
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
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