Geotextiles and Geomembranes

(The H4-Index of Geotextiles and Geomembranes is 28. 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 2020-07-01 to 2024-07-01.)
Predicting the settlement of geosynthetic-reinforced soil foundations using evolutionary artificial intelligence technique96
Geosynthetic reinforcement stiffness for analytical and numerical modelling of reinforced soil structures80
Effects of freeze-thaw cycles on the unconfined compressive strength of straw fiber-reinforced soil77
Experimental study on vacuum preloading consolidation of landfill sludge conditioned by Fenton's reagent under varying filter pore size52
Experimental study on the clogging effect of dredged fill surrounding the PVD under vacuum preloading52
Physical and numerical modelling of strip footing on geogrid reinforced transparent sand51
Laboratory investigation of the behavior of a geosynthetic encased stone column in sand under cyclic loading48
Performance issues of barrier systems for landfills: A review47
Apparent clogging effect in vacuum-induced consolidation of dredged soil with prefabricated vertical drains46
Effects of pressurizing timing on air booster vacuum consolidation of dredged slurry44
Mechanical property and deformation behavior of geogrid reinforced calcareous sand43
Centrifuge modeling of geosynthetic-encased stone column-supported embankment over soft clay41
Effectiveness of geogrid reinforcement in improvement of mechanical behavior of sand-contaminated ballast40
Particle shape effects on the cyclic shear behaviour of the soil–geogrid interface39
Comparison and evaluation of analytical models for the design of geosynthetic-reinforced and pile-supported embankments39
Vertical cyclic loading response of geosynthetic-encased stone column in soft clay36
Experimental investigation on the performance of multi-tiered geogrid mechanically stabilized earth (MSE) walls with wrap-around facing subjected to earthquake loading35
Centrifuge model tests on the deformation behavior of geosynthetic-encased stone column supported embankment under undrained condition35
Interface shear strength properties of geogrid-reinforced steel slags using a large-scale direct shear testing apparatus34
Hydraulic conductivity of bentonite-polymer composite geosynthetic clay liners permeated with bauxite liquor34
Two-dimensional soil arching evolution in geosynthetic-reinforced pile-supported embankments over voids30
Analytical model for coupled consolidation and diffusion of organic contaminant transport in triple landfill liners30
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to coal combustion product leachates29
Liquefaction resistance of fibre-reinforced silty sands under cyclic loading28
Combined vacuum and surcharge preloading method to improve lianyungang soft marine clay for embankment widening project: A case28
Case study and numerical simulation of PVD improved soft Bangkok clay with surcharge and vacuum preloading using a modified air-water separation system28
Modified stress and temperature-controlled direct shear apparatus on soil-geosynthetics interfaces28
Consolidation behavior of dredged ultra-soft soil improved with prefabricated vertical drain at the Mae Moh mine, Thailand28