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Addressing caprock failure tendency in deep saline aquifers through ...

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Uncerta<strong>in</strong>ty on the Caprock mechanical properties<br />

Property<br />

Symbol Lower<br />

bound<br />

Upper<br />

bound<br />

Unit Reference<br />

Young’s Modulus E 2.3 11.0 GPa Andra, 2005 and Bounneni,<br />

2002<br />

Poisson’s ratio υ 0.17 0.40 GPa Andra, 2005 and Bounneni,<br />

2002<br />

Objective : def<strong>in</strong>e the <strong>caprock</strong> elastic properties so that the <strong>caprock</strong> <strong>failure</strong> risk is MAX<br />

vendredi 12 ju<strong>in</strong> 2009 > > 172

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