Titlebook: Advances in Rockfill Structures; E. Maranha Neves Book 1991 Springer Science+Business Media Dordrecht 1991 Fundament.concrete.finite eleme

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Concrete Face Rockfill Dams, soon became a recognized and respected dam type alternative. A strong and reliable structural body,free of uplift or internal pressure problems, an ideally located impervious plane at the upstream face, together with simple and straightforward construction procedures, were the main attributes of this new type of dam.

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Lucia Della Spina,Francesco CalabròRockfill may be defined as a coarse-grained and free-draining material won by quarrying rock. Therefore its most obvious features are (or should be) the coarse,angular particles and the absence of pore-pressure.

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Monica Cazzolle,Paola Perchinunno,Vito RicciThe laboratory measurement of the shear strength of recompacted samples of rockfill is reviewed with emphasis on the influence of stress level on shear strength and its significance for the stability of rockfill slopes. Much of the chapter deals with laboratory and analytical work carried out at the Building Research Establishment (BRE).

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Lecture Notes in Computer ScienceThe widespread construction of rockfill dams has its origin in the California gold rush. Owing to the availability of rock and knowledge of blasting, the miners of the California mountains used rockfill dams to store water for dry season sluicing of placer deposits.

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