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Journal Articles
Geosynthetics International (2022) 29 (1): 1–18.
Published: 17 February 2022
.... Vertical deformation was measured by an LVDT. Data was acquired using LabView® installed in a PC equipped with a data acquisition card. 01 03 2020 11 06 2021 © 2021 Thomas Telford Ltd 2021 Geosynthetics Recycled asphalt pavement Interface shear Physical clogging A large...
Journal Articles
Geosynthetics International (2021) 28 (5): 521–540.
Published: 20 October 2021
... is an important design issue for internal seismic stability analysis. This study has focused on the methods to increase the interface shear resistance along the traditional flat surface geofoam block and bedding sand interface. In addition to traditional flat surface geofoam-sand interface, the effect of four...
Journal Articles
Geosynthetics International (2017) 24 (2): 151–166.
Published: 10 October 2016
... of the test sample. Therefore, to improve the reflectivity of the GM and sand samples, they were coated with a thin layer of gold through gold sputtering (Alshibli and Alsaleh 2004). After the interface shear test, the GM was exhumed and a sample for surface measurement was cut from a location where...
Journal Articles
Geosynthetics International (2016) 23 (2): 113–128.
Published: 05 October 2015
... at different test temperatures showed slight dilation occurring at slower rates. At larger shear displacements, the rate of dilation became greater and sustained this pattern until the end of the tests. Geosynthetics Geomembrane wear Interface shear Particle angularity Surface roughness Surface...
Journal Articles
Geosynthetics International (2011) 18 (5): 272–279.
Published: 01 October 2011
... levels of shear-induced damage for geomembranes placed adjacent to soil layers with coarse particles, including compacted clay liners containing gravel. 9 11 2010 5 7 2011 6 7 2011 © 2011 Thomas Telford Ltd 2011 Geosynthetics Geomembrane Compacted soil Interface shear...
Journal Articles
Geosynthetics International (2007) 14 (3): 128–140.
Published: 01 June 2007
...; εb = strain at break. Data from GSE Lining Technology, Inc. (2003). Vertical load–unload tests and interface shear tests were conducted using an experimental set-up designed to allow the geotextile to strain internally during shear (Kim and Frost 2005). In order to observe the internal...
Journal Articles
Geosynthetics International (1996) 3 (2): 247–275.
Published: 01 January 1996
... systems. In this study, the shear displacements of typical landfill composite liner system interfaces in response to municipal solid waste loads were evaluated using a finite element analysis. The interface shear-displacement parameters determined from available laboratory direct shear test data were used...

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