GCL Design Guide - The Geosynthetic Institute
GCL Design Guide - The Geosynthetic Institute
GCL Design Guide - The Geosynthetic Institute
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(a) Multiple rotational failure (500,000 m 3 ) (b) Translational failure (1,000,000 m 3 )<br />
Fig. 10 – Two Large Stability Landfill Failures; Koerner and Soong (2000)<br />
(a) Leachate collection slide<br />
(b) Cover soil slide<br />
Fig. 11 – Two Veneer Stability Slides at Landfills; Koerner and Soong (2005)<br />
<strong>GCL</strong>3 - 34 of 34 Rev. 1: 1/9/13
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