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    Performance of Tension and Compression Anchors in Weathered Soil

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 012
    Author:
    Nak-Kyung Kim
    DOI: 10.1061/(ASCE)1090-0241(2003)129:12(1138)
    Publisher: American Society of Civil Engineers
    Abstract: Anchor pull-out tests were performed on seven instrumented full-scale low-pressure grouted anchors installed in weathered soil at the Geotechnical Experimentation Site at Sungkyunkwan University. Anchors were 165 mm in diameter and embedded 9 to 12 m in weathered soil. Four were compression type and three were tension anchors. Performance tests, creep tests, and long term relaxation tests were performed and the results are presented. The characteristics of grout-soil and grout-strand interface were investigated and presented. From the measurements, a load transfer mechanism for tension and compression ground anchors was investigated and evaluated by a simple beam-spring numerical model.
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      Performance of Tension and Compression Anchors in Weathered Soil

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52287
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    contributor authorNak-Kyung Kim
    date accessioned2017-05-08T21:27:37Z
    date available2017-05-08T21:27:37Z
    date copyrightDecember 2003
    date issued2003
    identifier other%28asce%291090-0241%282003%29129%3A12%281138%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52287
    description abstractAnchor pull-out tests were performed on seven instrumented full-scale low-pressure grouted anchors installed in weathered soil at the Geotechnical Experimentation Site at Sungkyunkwan University. Anchors were 165 mm in diameter and embedded 9 to 12 m in weathered soil. Four were compression type and three were tension anchors. Performance tests, creep tests, and long term relaxation tests were performed and the results are presented. The characteristics of grout-soil and grout-strand interface were investigated and presented. From the measurements, a load transfer mechanism for tension and compression ground anchors was investigated and evaluated by a simple beam-spring numerical model.
    publisherAmerican Society of Civil Engineers
    titlePerformance of Tension and Compression Anchors in Weathered Soil
    typeJournal Paper
    journal volume129
    journal issue12
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2003)129:12(1138)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 012
    contenttypeFulltext
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