Using copulas to characterise the dependency of GCL shear strengths

Volume: 20, Issue: 5, Pages: 344 - 357
Published: Oct 1, 2013
Abstract
: The sensitivity of landfill design to shear strength variability is controlled by the measured internal shear strength of the geosynthetic clay liner and the interface shear strength between the geosynthetic clay liner and the geomembrane. Based on the Mohr–Coulomb criterion, the measured shear strength values (including the internal and interface shear strength values) depend on the cohesion and friction angle. Here, a novel and efficient...
Paper Details
Title
Using copulas to characterise the dependency of GCL shear strengths
Published Date
Oct 1, 2013
Volume
20
Issue
5
Pages
344 - 357
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