• Title/Summary/Keyword: 읍천단층

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제4기 읍천 1단층의 특성

  • 최성자;최위찬;정창식
    • Proceedings of the KSEEG Conference
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    • 2003.04a
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    • pp.135-138
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    • 2003
  • 대부분의 제4기단층은 제3기 단층이 재활동한 것들로써, 신기 조구조적 단층 여부를 규명하려면, 제4기에 형성된 단구(段丘, Terrace)의 변위가 수반 증명되어야한다. 대표적인 단층은 읍천단층과 수렴단층을 들 수 있다. 특히 읍천단층은 기반암단층으로 언급될 경우에는 읍천 단층이라 하고, 제4기에 재활동한 부분을 거론할 경우에는 제4기 읍천단층이라고 구분하여 혼란을 피하도록 하였다. (중략)

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Quaternary Tectonic Activities and Seismic Stability of Suryum Fault and Yupchon Fault, SE Korea (수렴단층과 읍천단층의 제4기 활동 및 지진 안정성)

  • Hwang, Sangill;Shin, Jaeryul;Yoon, Soon-Ock
    • Journal of the Korean association of regional geographers
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    • v.18 no.4
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    • pp.351-363
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    • 2012
  • Although the Korean peninsula has been considered as a largely aseismic region compared with the surrounding high seismic areas such as North China and Japan, there are more than thirty Quaternary faults reported so far, which are mostly centered in the southeastern peninsula. Structural studies of active faults exposed in Yangnam-myeon of Gyeongju, SE Korea are largely interpreted to post date the late Quaternary, suggesting that the NE-trending reverse faults may result from the active stress regime in the peninsula. The prevailing present-day E-W $S_{Hmax}$ orientations in the peninsula are consistent with the nature of plate forcing stemming from the convergence between the Indo-Australian and Eurasian plates. It is clear that the Quaternary faults have been reactivated, although resolving more elaborate time intervals responsible for a future rupture remains a significant challenge. This study contributes to better assess many of potential seismic hazards in the study area, in particular, in terms of seismic stability for foundation of nuclear power plant.

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Coulomb stress transfer due to reverse faulting displacement field (역단층성 변위에 의한 Coulomb stress transfer)

  • Ko, Min-Suk;Chang, Chan-Dong;Lee, Jun-Bok;Shim, Taek-Mo
    • 한국지구물리탐사학회:학술대회논문집
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    • 2008.10a
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    • pp.149-154
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    • 2008
  • We analyzed the Coulomb stress transfer near a small-scale reverse fault. For the modeling we used the geometry of a Quaternary fault in Gyeongju area, Eupcheon fault. For an assumed reverse faulting slip of 10cm, the resulting values of the Coulomb stress change are relatively higher (>2 bar) near the edges (both downward and lateral) of the fault, and diminish slightly upward and downward. The equivalents are negative in the zone immediately below and above the fault, exhibiting a "T" shape of low stress zone in the vertical profile of the fault. This study demonstrates the possible ranges and directions the aftershock energy would propagates after a reverse faulting.

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Uplift Rate in the Eastern Block of the Ulsan Fault (울산단층 동부 지괴의 융기율)

  • Lee, Gwang-Ryul;Park, Chung-Sun
    • Journal of The Geomorphological Association of Korea
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    • v.27 no.4
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    • pp.29-39
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    • 2020
  • This study estimated influences of the Ulsan Fault on tectonic movement and uplift characteristics in the Eastern Block of the Ulsan Fault. The averaged uplift rate in the Northern Coast of the Eastern Block was 0.202 m/ka, while the site in Seokbyeong-ri, Guryongpo-eup, Pohang-si, showed relatively high rate of 0.249 m/ka, attributable to influences of small fault movement, called the Gangsa Fault. Higher averaged rate of 0.270 m/ka than in the Northern Coast was calculated in the Southern Coast of the Eastern Block. The site in north of Haseo-ri, Yangnam-myeon, Gyeongju-si, showed the highest rate, suggesting influences of the Eupcheon Fault. The Western Block of the Ulsan Fault indicated the averaged rate of 0.208 m/ka, similar to that of the Northern Coast. The sites approximately 10 km apart from the Ulsan Fault showed 1.3 times higher rate in the Eastern Block than in the Western Block, while similar rates were calculated in the sites >20 km apart from the Ulsan Fault. These distributions of the rate suggest that the Ulsan Fault has significantly influenced development of marine terrace and tectonic movement in the study area, while local fault movements have also played a role.

Site Monitoring System of Earthquake, Fault and Slope for Nuclear Power Plant Sites (원자력발전소의 부지감시시스템의 운영과 활용)

  • Park, Donghee;Cho, Sung-il;Lee, Yong Hee;Choi, Weon Hack;Lee, Dong Hun;Kim, Hak-sung
    • Economic and Environmental Geology
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    • v.51 no.2
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    • pp.185-201
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    • 2018
  • Nuclear power plants(NPP) are constructed and operated to ensure safety against natural disasters and man-made disasters in all processes including site selection, site survey, design, construction, and operation. This paper will introduce a series of efforts conducted in Korea Hydro and Nuclear Power Co. Ltd., to assure the safety of nuclear power plant against earthquakes and other natural hazards. In particular, the present status of the earthquake, fault, and slope safety monitoring system for nuclear power plants is introduced. A earthquake observatory network for the NPP sites has been built up for nuclear safety and providing adequate seismic design standards for NPP sites by monitoring seismicity in and around NPPs since 1999. The Eupcheon Fault Monitoring System, composed of a strainmeter, seismometer, creepmeter, Global Positioning System, and groundwater meter, was installed to assess the safety of the Wolsung Nuclear Power Plant against earthquakes by monitoring the short- and long-term behavioral characteristics of the Eupcheon fault. Through the analysis of measured data, it was verified that the Eupcheon fault is a relatively stable fault that is not affected by earthquakes occurring around the southeastern part of the Korean peninsula. In addition, it was confirmed that the fault monitoring system could be very useful for seismic safety analysis and earthquake prediction study on the fault. K-SLOPE System for systematic slope monitoring was successfully developed for monitoring of the slope at nuclear power plants. Several kinds of monitoring devices including an inclinometer, tiltmeter, tension-wire, and precipitation gauge were installed on the NPP slope. A macro deformation analysis using terrestrial LiDAR (Light Detection And Ranging) was performed for overall slope deformation evaluation.