• Title/Summary/Keyword: Bulbed anchor

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Expansion Ratio and Ultimate Load of Pulse-Discharge Bulbed Anchors (펄스방전 그라운드 앵커의 확공특성 및 극한인발력에 관한 연구)

  • Kim, Nak-Kyung;Kim, Sung-Kyu;Joo, Yong-Sun;Seo, Hyo-Kyun;Kim, Sun-Ju
    • Journal of the Korean Geotechnical Society
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    • v.25 no.7
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    • pp.5-10
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    • 2009
  • The ground anchor is not usually used in soft clay and loose sand, because the pullout resistance of anchors can not be guaranteed. However, there is a method to increase the capacity of anchors using electric discharge geotechnical technologies, which are also known as pulse discharge and electric-spark technologies. The pulse-discharge anchor has a bulbed (or underreamed) bond length that is expanded by high voltage electrokinetic pulse energy. 24 anchors were installed in the weathered soil and sandy clay at the Geotechnical Experimentation Site at Sungkyunkwan University in Suwon, Korea. In this study, in order to define a relation between expansion rate of the anchor diameter and ultimate load, anchor load tests were carried out in accordance with testing procedures by AASHTO (AASHTO 1990) and FHWA (Weatheb 1998). And then several anchors were exhumed to measure the diameter of the pulse discharge anchors.

Load Transfer on Pulsed Power Discharge Anchors (펄스방전 확공형 앵커의 하중전이에 관한 연구)

  • Kim, Sung-Kyu;Kim, Nak-Kyung;Kim, Jae-Won;Joo, Yong-Sun;Kim, Sun-Ju
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.03a
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    • pp.832-839
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    • 2010
  • The pulse discharge anchor is a method to increase the capacity of anchors using electric discharge geotechnical technologies, which is also known as pulse discharge and electric-spark technologies. The pulse discharge anchor has bulbed bond length that is expanded by high voltage electrokinetic pulse energy. 24 anchors were installed in the weathered soil and sandy clay at the Geotechnical Experimentation Site at Sungkyunkwan University in Suwon, Korea and attached strain gauge at 10 anchors. The numerical predictions by Beam-Column analysis were compared with observed measurements in a field load test.

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