Masonry dams : analysis of the historical profiles of Sazilly, Delocre and Rankine

• Autor(es): Bretas, E. M. ; Lemos, José V. ; Lourenço, Paulo B.
• Data: 2012
• Identificador Persistente: http://hdl.handle.net/1822/14791
• Origem: RepositóriUM - Universidade do Minho
• Assunto(s): Masonry dam; Gravity dam; Uplift pressure; Failure mechanism; Safety assessment
• Tipo de Documento: Artigo
• Idioma: Inglês

Descrição

The significant advances in masonry dam design that took place in the second half of the 19th century are analyzed and discussed within the context of the historical development of dam construction. Particular reference is made to the gravity dam profiles proposed by Sazilly, Delocre and Rankine, who pioneered the application of engineering concepts to dam design, basing the dam profile on the allowable stresses for the conditions of empty and full reservoir. These historical profiles are analyzed taking into consideration the present safety assessment procedures, by means of a numerical application developed for this purpose, based on limit analysis equilibrium methods, which considers the sliding failure mechanisms, the most critical for these structures. The study underlines the key role of uplift pressures, which was only addressed by Lévy after the accident of Bouzey dam, and provides a critical understanding of the original design concepts, which is essential for the rehabilitation of these historical structures.