Stability and Stress-Deformation Analyses of Reinforced Slope Failure at Yeager Airport

AbstractThis paper describes the material properties along with the inverse limit-equilibrium and permanent deformation analyses used to investigate the 2015 reinforced slope failure at the Yeager Airport near Charleston, West Virginia. Inverse two-dimensional (2D) limit-equilibrium analyses were fi...

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Veröffentlicht in:	Journal of geotechnical and geoenvironmental engineering 2021-03, Vol.147 (3)
Hauptverfasser:	Collin, James G, Stark, Timothy D, Lucarelli, Augusto, Taylor, Thomas P, Berg, Ryan R
Format:	Artikel
Sprache:	eng
Schlagworte:	Airports Deformation Deformation analysis Direction Equilibrium analysis Failure analysis Failure surface Finite difference method Kinematics Landslides & mudslides Material properties Residual stress Soil Soil stabilization Stability Stability analysis Technical Papers Three dimensional analysis Two dimensional analysis
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