2006Geosynthetics InternationalRequires access

Mechanism of post-peak strength reduction for textured geomembrane–nonwoven geotextile interfaces

M.-H. Li, Robert B. Gilbert

Open publisher page 21 citations

Abstract

This note is intended to provide insight into the cause of post-peak strength reductions for textured geomembrane–nonwoven geotextile interfaces. Direct shear tests were conducted with incremental displacements, where one of the two interface materials was replaced, and also with continuous displacement. The results indicate that post-peak shear strength reduction is primarily due to a small-scale wearing of the geomembrane texture, either co-extruded or laminated. This conclusion applies to normal stresses from 16 to 690 kPa.

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What this paper is about

This note is intended to provide insight into the cause of post-peak strength reductions for textured geomembrane–nonwoven geotextile interfaces. Direct shear tests were conducted with incremental displacements, where one of the two interface materials was replaced, and also with continuous displacement. The results indicate that post-peak shear strength reduction is primarily due to a small-scale wearing of the geomembrane texture, either co-extruded or laminated. This conclusion applies to normal stresses from 16 to 690 kPa.

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Available abstract

This note is intended to provide insight into the cause of post-peak strength reductions for textured geomembrane–nonwoven geotextile interfaces. Direct shear tests were conducted with incremental displacements, where one of the two interface materials was replaced, and also with continuous displacement. The results indicate that post-peak shear strength reduction is primarily due to a small-scale wearing of the geomembrane texture, either co-extruded or laminated. This conclusion applies to normal stresses from 16 to 690 kPa.

Key concepts: Geomembrane, Geotextile, Geosynthetics, Materials science, Geotechnical engineering, Shear (geology), Shear strength (soil), Reduction (mathematics)

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