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Frontiers of Structural and Civil Engineering >> 2014, Volume 8, Issue 2 doi: 10.1007/s11709-014-0249-7
Total stress rapid drawdown analysis of the Pilarcitos Dam failure using the finite element method
Department of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061, USA
Abstract
Keywords
rapid drawdown ; finite element ; total stress ; slope stability
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