OOIR: Observatory of International Research

Papers

(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.)

Article	Citations
Bearing capacity of strip footings supported on geocell-reinforced sand	223
Natural bentonitesâinfluence of the ion exchange and partial desiccation on permeability and self-healing capacity of bentonites used in GCLs	127
Numerical analysis of geosynthetic reinforced retaining wall constructed on a layered soil foundation	100
Geotechnical performance of waste tires for soil reinforcement from chamber tests	84
Modeling of soil–woven geotextile interface behavior from direct shear test results	82
Geomembrane strains from coarse gravel and wrinkles in a GM/GCL composite liner	73
Biodegradable geotextiles – An overview of existing and potential materials	73
Settlement and bearing capacity of geogrid-reinforced sand over collapsible soil	67
Laboratory investigation of GCL hydration from clayey sand subsoil	66
Comparative study between needlepunched nonwoven geotextile structures made from flax and polyester fibres	59
Properties of geosynthetics exhumed from a final cover at a solid waste landfill	57
Effect of particle shape on the response of geogrid-reinforced systems: Insights from 3D discrete element analysis	52
Magnitude and significance of tensile strains in geomembrane landfill liners	48
Experimental and theoretical studies on the ultimate bearing capacity of geogrid-reinforced sand	47
Lessons learned from geotextile filter failures under challenging field conditions	45
Lessons learned from three failures on a high steep geogrid-reinforced slope	43
Insufficient initial hydration of GCLs from some subgrades: Factors and causes	41
Swelling behaviour of expansive soils with recycled geofoam granules column inclusion	41
Design and construction of lightweight EPS geofoam embedded geomaterial embankment system for control of settlements	41
Investigation of mechanisms of bentonite extrusion from GCL and related effects on the shear strength of GCL/GM interfaces	40
Geomembrane puncture and strains from stones in an underlying clay layer	40
Reply to Discussion on ‘Required unfactored geosynthetic strength of three-dimensional reinforced soil structures comprised of cohesive backfills’ by Y. Chen et al., 2018	40
Scale effect on the behavior of geocell-reinforced soil	39
Effect of surcharge loading rate and mobilized load ratio on the performance of vacuum–surcharge preloading with PVDs	38
A case study on utilizing geotextile tubes for tailings dams construction in China	38

Back-analyses of flow parameters of PVD improved soft Bangkok clay with and without vacuum preloading from settlement data and numerical simulations	38
Performance of geosynthetic-reinforced flexible pavements in full-scale field trials	34
Seismic analysis of geosynthetic-reinforced retaining wall in cohesive soils	33
Effect of vacuum removal on consolidation settlement under a combined vacuum and surcharge preloading	33
A closed-form solution for column-supported embankments with geosynthetic reinforcement	33
Behavior evaluation of geogrid-reinforced ballast-subballast interface under shear condition	31
Radial consolidation of PVD-Installed normally consolidated soil with discharge capacity reduction using large-strain theory	31
Water retention of geosynthetics clay liners: Dependence on void ratio and temperature	31
Effect of high temperatures on antioxidant depletion from different HDPE geomembranes	31
Interface transmissivity of conventional and multicomponent GCLs for three permeants	29
1-D analytical solution for extensible and inextensible soil/rock reinforcement in pull-out tests	29