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Detailed Slope Stability Analysis of the Carsington Earth Embankment Dam Failure

Sachpazis provides an extensive reconstruction and analysis of the 1984 Carsington Dam failure using LEM, SSR FEM, and detailed material characterisation. The study evaluates construction pore pressures, rapid drawdown, shear-strength conditions, slip-surface geometries, and performance of various analysis methods. The work highlights the roles of brittle materials, construction procedures and pre-existing shear planes in triggering failure.

C. I. Sachpazis · 2013 · E-Journal of Engineering Research

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