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    Rock Sockets in Soft Rock

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 004
    Author:
    George H. Glos, III
    ,
    Oliver H. Briggs, Jr.
    DOI: 10.1061/(ASCE)0733-9410(1983)109:4(525)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the results of two full scale rock socket load tests conducted in conjunction with the foundation design of a sulfur dioxide removal plant located at the Four Corners Generating Station near Farmington, New Mexico. The tests were conducted in a soft shaley sandstone with an average unconfined compressive strength less than 1,500 psi
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      Rock Sockets in Soft Rock

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/19356
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    contributor authorGeorge H. Glos, III
    contributor authorOliver H. Briggs, Jr.
    date accessioned2017-05-08T20:33:11Z
    date available2017-05-08T20:33:11Z
    date copyrightApril 1983
    date issued1983
    identifier other%28asce%290733-9410%281983%29109%3A4%28525%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19356
    description abstractThis paper describes the results of two full scale rock socket load tests conducted in conjunction with the foundation design of a sulfur dioxide removal plant located at the Four Corners Generating Station near Farmington, New Mexico. The tests were conducted in a soft shaley sandstone with an average unconfined compressive strength less than 1,500 psi
    publisherAmerican Society of Civil Engineers
    titleRock Sockets in Soft Rock
    typeJournal Paper
    journal volume109
    journal issue4
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1983)109:4(525)
    treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 004
    contenttypeFulltext
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