• 제목/요약/키워드: 남극 세종기지, 지자기장, 영년 변화, 자기폭풍, 절대 지자기 측정

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남극 세종기지에서의 지자기 모니터링 (Geomagnetic Field Monitoring at King Sejong Station, Antarctica)

  • 김동일;진영근;남상헌;이주한
    • 지구물리
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    • 제7권1호
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    • pp.11-21
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    • 2004
  • The variation of geomagnetic field and absolute magnetic field at the geomagnetic observatory of King Sejong Station has been measured with 3-component ring core fluxgate magnetometer, proton magnetometer and D-I magnetometer. With data obtained from King Sejong Station during 2003, thediurnal and annual variations of geomagnetic field were researched and compared with those at other observatories. The deviation of daily variation of magnetic field in antarctica decreased gradually during winter season due to sun effect. The rates of componental annual variation of magnetic field at King Sejong Station were calculated using the least-square method under the assumption that the annual variation of magnetic field is linear. The rates are -55.93 nT/year in horizontal intensity, -0.87 min./year in declination, 58.30 nT/year in vertical intensity, and -69.85 nT/year in total intensity of magnetic field. A remarkable variation was caused by the magnetic storms occurred on 29~30 October, which were so powerful that the variation was observed in mid latitudes as well as high latitudes. The values of variation are generally 1500 2000 nT in Antarctica including King Sejong Station, 350 500 nT in East Asia. The measurement of absolute magnetic field shows that ring core fluxgate magnetometer has relatively large error range under cold temperature.

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콘관입시험기를 이용한 다짐도 측정 및 지반정수 추출법 개발 (Development of A System for Decision of Strength Parameters and of Degree of Compaction in Compacted Soil with Cone Penetrometer)

  • 임유진;이현승
    • 지구물리
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    • 제7권1호
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    • pp.23-30
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    • 2004
  • 국내 건설현장에서는 성토다짐의 다짐도 확인을 위해 주로 평판재하시험(PBT)을 사용한다 평판재하시험은 재하시험시 표층의 매우 잘 다져진 곳에 대한 지지력 계수를 획득하여 실다짐도를 과대 평가하는 결과를 초래할 수 있다. 이에 착안하여 응력도달 범위가 작은 평판재하시험을 지양하고 콘관입시험으로부터 획득되는 노상의 관입지수로부터 지반의 다짐도를 추정할 수 있는 콘관입시험기와 구동시스템 및 해석 프로그램을 개발하였다. 개발된 시스템은 다짐차량에 간편하게 부착하여 현장에서 직접 다짐도를 획득할 수 있으며 다짐도와 더불어 다져진 지반의 전단강도정수를 동시에 측정할 수 있다.

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