YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Geotechnical Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Geotechnical Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Concrete‐Face Rockfill Dam: I. Assessment

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 010
    Author:
    James L. Sherard
    ,
    J. Barry Cooke
    DOI: 10.1061/(ASCE)0733-9410(1987)113:10(1096)
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
    • Download: (1.184Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Concrete‐Face Rockfill Dam: I. Assessment

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/19943
    Collections
    • Journal of Geotechnical Engineering

    Show full item record

    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
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian