Geotextiles and Geomembranes

(The TQCC of Geotextiles and Geomembranes is 29. The table below lists those papers that are above that threshold based on CrossRef citation counts. The publications cover those that have been published in the past four years, i.e., from 2019-06-01 to 2023-06-01.)
Bearing capacity of strip footings supported on geocell-reinforced sand223
Natural bentonites—influence of the ion exchange and partial desiccation on permeability and self-healing capacity of bentonites used in GCLs127
Numerical analysis of geosynthetic reinforced retaining wall constructed on a layered soil foundation100
Geotechnical performance of waste tires for soil reinforcement from chamber tests84
Modeling of soil–woven geotextile interface behavior from direct shear test results82
Geomembrane strains from coarse gravel and wrinkles in a GM/GCL composite liner73
Biodegradable geotextiles – An overview of existing and potential materials73
Settlement and bearing capacity of geogrid-reinforced sand over collapsible soil67
Laboratory investigation of GCL hydration from clayey sand subsoil66
Comparative study between needlepunched nonwoven geotextile structures made from flax and polyester fibres59
Properties of geosynthetics exhumed from a final cover at a solid waste landfill57
Effect of particle shape on the response of geogrid-reinforced systems: Insights from 3D discrete element analysis52
Magnitude and significance of tensile strains in geomembrane landfill liners48
Experimental and theoretical studies on the ultimate bearing capacity of geogrid-reinforced sand47
Lessons learned from geotextile filter failures under challenging field conditions45
Lessons learned from three failures on a high steep geogrid-reinforced slope43
Insufficient initial hydration of GCLs from some subgrades: Factors and causes41
Swelling behaviour of expansive soils with recycled geofoam granules column inclusion41
Design and construction of lightweight EPS geofoam embedded geomaterial embankment system for control of settlements41
Investigation of mechanisms of bentonite extrusion from GCL and related effects on the shear strength of GCL/GM interfaces40
Geomembrane puncture and strains from stones in an underlying clay layer40
Reply to Discussion on ‘Required unfactored geosynthetic strength of three-dimensional reinforced soil structures comprised of cohesive backfills’ by Y. Chen et al., 201840
Scale effect on the behavior of geocell-reinforced soil39
Effect of surcharge loading rate and mobilized load ratio on the performance of vacuum–surcharge preloading with PVDs38
A case study on utilizing geotextile tubes for tailings dams construction in China38
Back-analyses of flow parameters of PVD improved soft Bangkok clay with and without vacuum preloading from settlement data and numerical simulations38
Performance of geosynthetic-reinforced flexible pavements in full-scale field trials34
Seismic analysis of geosynthetic-reinforced retaining wall in cohesive soils33
Effect of vacuum removal on consolidation settlement under a combined vacuum and surcharge preloading33
A closed-form solution for column-supported embankments with geosynthetic reinforcement33
Behavior evaluation of geogrid-reinforced ballast-subballast interface under shear condition31
Radial consolidation of PVD-Installed normally consolidated soil with discharge capacity reduction using large-strain theory31
Water retention of geosynthetics clay liners: Dependence on void ratio and temperature31
Effect of high temperatures on antioxidant depletion from different HDPE geomembranes31
Interface transmissivity of conventional and multicomponent GCLs for three permeants29
1-D analytical solution for extensible and inextensible soil/rock reinforcement in pull-out tests29