Effects of abutment slopes on the performance of high rockfill dams

作者: L Zhang , J Du

DOI: 10.1139/T97-012

关键词:

摘要: Une methode par elements finis tridimensionnelle non lineaire a ete utilisee pour analyser le comportement general contrainte-deformation de barrages en enrochements grande hauteur dans des vallees etroites. L'influence la pente appuis sur l'effet voute qui prend place sol est largement discutee, meme que potentiel fracturation hydraulique noyau et fissuration les zones contact du noyau. On aussi analyse compare differentes hauteurs. suggere ameliorations preparation fondations noyaux protection vis-a-vis fissuration.

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