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contributor authorJames L. Sherard
contributor authorJ. Barry Cooke
date accessioned2017-05-08T20:34:21Z
date available2017-05-08T20:34:21Z
date copyrightOctober 1987
date issued1987
identifier other%28asce%290733-9410%281987%29113%3A10%281096%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19943
description abstractThe concrete‐face rockfill dam (CFRD) is currently being used with increasing frequency throughout the world. It has substantial advantages over the earth‐core rockfill dam, the common alternate dam type considered. The CFRD is considered to have high fundamental safety, especially against strong earthquake shaking, and to be appropriate for use for very high dams. Placing the rockfill embankment in stratified layers, with the larger rocks in the bottom of each layer, is desirable practice. Crest settlements are relatively low, and decrease in rate rapidly after the first few years. Static stability analyses are not used for CFRD design. It is believed safe and reasonable to build spillways over CFRDs.
publisherAmerican Society of Civil Engineers
titleConcrete‐Face Rockfill Dam: I. Assessment
typeJournal Paper
journal volume113
journal issue10
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1987)113:10(1096)
treeJournal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 010
contenttypeFulltext


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