GCL Design Guide - The Geosynthetic Institute
GCL Design Guide - The Geosynthetic Institute
GCL Design Guide - The Geosynthetic Institute
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(a) Reinforced <strong>GCL</strong>s; “A” (needle punched), “B” (stitch bonded), and “C” (thermally locked)<br />
(b) Unreinforced <strong>GCL</strong> “F”<br />
Fig. 7 – Shear Stress Versus Displacement Curves for Different Reinforced and Unreinforced<br />
<strong>GCL</strong>s; Zornberg, et al. (2005)<br />
<strong>GCL</strong>3 - 32 of 34 Rev. 1: 1/9/13
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