• Title/Summary/Keyword: 지진 활동성

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Case Studies on Fluid Extraction Induced Seismicity (유체 생산에 따른 유발지진 사례 분석)

  • Seo, Eunjin;Yoo, Hwajung;Min, Ki-Bok;Yoon, Jeoung Seok
    • Tunnel and Underground Space
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    • v.31 no.6
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    • pp.385-399
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    • 2021
  • Among human-induced seismicity, fluid production has been one of the causes. In this report, the mechanism that causes an earthquake due to a decrease in the fluid pressure inside the reservoir during fluid extraction is summarized. As case studies, the Lacq gas field in France, the Cerro Prieto geothermal field in Mexico, and the Groningen gas field in the Netherlands, which have become issue recently, were introduced. It is showed that fluid production, ground subsidence, and the presence of existing faults were closely related with the induced seismicity. Therefore, for the development of oil or gas field and geothermal field, it is important to investigate the presence of faults that may cause earthquakes in the reservoir, to monitor ground subsidence during production in real time, and to control production.

Basic Study on Tsunami Disaster Mitigation for Ship Navigation in Inland Sea (내수해역에서의 선박통항과 관련한 쯔나미 재난 경감을 위한 기초연구)

  • Kim, Kyu-Kwang;Lee, Joong-Woo;Kang, Sug-Jin;Kwon, So-Hyun;Lee, Hyung-Ha
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2011.11a
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    • pp.69-70
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    • 2011
  • 최근 해저지진의 활동에 따른 극한 쯔나미 파랑이 해안도시와 항만에 어마어마한 손상을 가져오고 있다. 전세계에 걸쳐 특정해역에서는 강한 정진형태의 부진동과 처오름이 관측되고 있다. 한반도에서는 그렇게 빈번한 발생을 나타내고 있지는 않으나, 과거기록을 보면 동해에서 몇 개의 중요한 발생사례도 존재한다. 본 연구에서는 특히 만이나 내수해역에서 최근 해저지진의 발생 추이를 분석하고 이에 따른 쯔나미 발생 메카니즘을 해석하여 새롭게 내수역에서의 수치모델에의 적용을 통해 공진을 통한 쯔나미 파랑의 변환을 다루어 통항선박에 대한 안정성 확보에 기초자료를 제공하고자 하였다. 내수역에서의 쯔나미 파랑에 대한 반응을 정합성 및 웨이블릿 해석으로 탁월 주기와 지속시간에 대한 분석으로 파악하였으며, 쯔나미파의 입사와 독립적인 공진모드의 도출은 쯔나미 재해의 경감을 위한 시설물 및 재난지역을 식별하는데 도움을 주고, 나아가서는 장래 재난에 대한 적절한 대비에 기여할 수 있을 것으로 본다.

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핵활동 감시를 위한 대기 입자방사능 측정 시스템 개발

  • 김종수;윤석철;함영수;윤여창;홍종숙
    • Proceedings of the Korean Nuclear Society Conference
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    • 1996.05d
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    • pp.75-81
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    • 1996
  • 최근 포괄적 핵확산금지조약(CTBT)의 협정은 핵활동 감시의 목적으로 핵실험으로 인하여 발생되는 지진, 대기 방사성 핵종, 수중음향 그리고 초저음파 등을 종합운영하는 감시 시스템의 구축에 초점을 두고 있다. 1995년에 개최된 제네바군축회담/핵실험금지 특별위원회(CD/NTB/WP.224)에서 방사능 감시 전문가들은 대기중의 방사성 핵종의 검출, 핵실험 여부의 식별 그리고 핵실험 장소의 위치를 확인하기 위하여 국제 방사핵종 측정시스템(IRMS)을 설치할 것에 동의하였으며, 방사성 핵종의 검출은 핵실험 감시에 필수적인 수단으로 결정하였다. 본 연구에서는 대기중의 입자 방사능을 검출 시스템을 대기중의 공기를 흡입하기 위한 High Volume Air Sampler(HVAS)와 대기중의 방사능을 채집한 Filter Paper을 압축하는 Filter Paper 압축기 그리고 HpGe 검출시스템의 3 부분으로 구성하였다. HVAS와 Filter Paper 압축기는 본 연구의 수행을 위하여 자체 설계·제작하였으면, HpGe 검출시스템은 ORTEC사의 모델 CFG-PH-2를 사용하였다. HVAS에 의하여 Filter Paper애 채집된 시료를 측정하여 Raw Data를 분석하였다. 추후 본 시스템은 CTBT 원거리 대기 입자방사능 감시시스템의 네트워크에 연결하여 핵실험 감시를 위한 역할을 궁극적으로 검토중에 있다.

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The Plan on the Seismic Design of Electrical Facility Installed in the Building (건축물에 시설되는 수변전설비 내진설계 방안)

  • Kim, Gi-Hyun;Lee, Sang-Ick;Bae, Suk-Myong;Cho, Sung-Gook
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.23 no.2
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    • pp.89-95
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    • 2009
  • Recently life and properties damage at Japan and China by generating earthquake. So earthquake generation trend and damage in the earthquake risk, and these are a growing interest in domestic. This paper analyzes domestic site and problems of earthquake measures for electrical facility at transformer vault which supply the power the emergence situation at generating earthquake. Also we present the seismic design of electrical facility using "Building construction design standard" in internal and "Manual of seismic design and construction for Building Electrical facility" in japan. This paper will be used detail seismic design of pipe and facility, reliability inspection plan for seismic design and construction of electrical facility.

A Study on the Deduction of performance Point of Nonseismically Designed Reinforced Concrete Apartment (비내진 설계된 철근콘크리트 아파트의 성능점 도출에 관한 연구)

  • Kwon, Ki-Hyuk
    • Journal of the Korean Society of Hazard Mitigation
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    • v.5 no.4 s.19
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    • pp.85-93
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    • 2005
  • It has been commonly assumed that during the 21st century, the korean peninsula may suffer huge earthquake damage to people, society, and economic system. The recent report of "Seoul Earthquake Response model development" conducted by the city of Seoul indicated that a magnitude 6.3 earthquake possibly hit Seoul, the capital of Korea. However, due to the insufficient amount of study on seismic performance of structures reflecting the various types of element peculiar to Korea application of the currently available earthquake damage evaluation methods has limitations. In order to conduct various studies on seismic hazards that are suitable for the actual conditions in Korea, therefore, fundamental studies first have to be properly conducted. The purpose of this study is to serve as the basis of establishing a reliable earthquake damage estimation system, and to provide essential data for the seismic damage evaluation of nonseismically reinforced concrete apartment structures. In this study, a standard type of nonseismically reinforced concrete apartments has been determined based on an extensive survey and careful review of such structures in Korea, and their performance level on seismic loading has been estimated.

The Case Study on Risk Assessment and Probability of Failure for Port Structure Reinforced by DCM Method (심층혼합처리공법이 적용된 항만 구조물의 파괴확률과 위험도 평가에 관한 사례 연구)

  • Kim, Byung Il;Park, Eon Sang
    • Journal of the Korean Geosynthetics Society
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    • v.17 no.4
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    • pp.53-64
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    • 2018
  • In this study, the evaluation to probability of failure for risk assessment of port structures on DCM reinforced soils, where stability and risk assessment are increasing in importance, was performed. As a random variables affecting the risk of DCM improved ground, the design strength, superposition (overlap) of construction, strength of the natural ground, internal friction angle and unit weight of the modified ground were selected and applied to the risk assessment. In addition, the failure probability for the entire system under ordinary conditions and under earthquake conditions were analyzed. As a result, it was found that the highest coefficient of variation in the random variable for the risk assessment of the DCM improved ground is the design strength, but this does not have a great influence on the safety factor, ie, the risk of the system. The main risk factor for the failure probability of the system for the DCM reinforced soils was evaluated as horizontal sliding in case of external stability and compression failure in case of internal stability both at ordinary condition and earthquake condition. In addition, the failure probability for ordinary horizontal sliding is higher than that for earthquake failure, and the failure probability for ordinary compression failure is lower than that for earthquake failure. The ordinary failure probability of the entire system is similar to the failure probability on earthquake condition, but in this case, the risk of earthquake is somewhat higher.

Improvement of Seismic Performance Evaluation Method of Gravity Type Concrete Dam Applying Maximum Credible Earthquake (MCE) (가능최대지진(MCE)을 적용한 중력식 콘크리트 댐 내진성능평가 방안 개선)

  • Oh, Jeong-Keun;Jeong, Yeong-Seok;Kwon, Min-Ho
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.26 no.5
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    • pp.74-85
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    • 2022
  • The purpose of this paper is to review the applicability of the current standards for the evaluation method of input variables and performance level in seismic performance evaluation by dynamic plastic analysis of the concrete gravity-type dam to which MCE is applied, and to suggest improvements. To this end, a domestic concrete gravity-type dam was selected as a target facility, dynamic plasticity analysis was performed under various conditions, and applicability to input variables such as concrete tensile strength and breaking energy, was reviewed. By analyzing the effect of cracks at the bottom of the gravity dam on the stability of the activity, an improvement plan for the performance level evaluation method required to secure the water storage function was derived. If the proposed improvement plan is applied, it will have the effect of deriving more reasonable evaluation results than the current seismic performance evaluation method to which MCE is applied.

Status of North Korean Science and Technology and Inter-Korean S&T Cooperation - Focusing on the activities of UKAST (북한 과학기술과 남북과학기술협력 현황 - 통일과학기술연구회 활동을 중심으로)

  • Choi, Hyun-kyoo;Yim, Insung;Yang, Hong-Jin
    • The Bulletin of The Korean Astronomical Society
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    • v.44 no.1
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    • pp.60.2-60.2
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    • 2019
  • 북한은 과학기술중시정책을 추진하면서 과학기술 우대환경을 조성하고, 전민과학기술 인재화 및 과학교육 강조 그리고 새 세기 산업혁명을 내세우며 자력갱생과 경제 발전을 위한 과학기술의 도구적 입장을 가지고 있다. 특수부문에서 강점을 가지고 있고, 기초과학 부문 및 정보기술영역에서 성과를 보여주고 있고, 국제학술활동에도 참여하는 등 얼마간의 대외 개방성도 나타내고 있다. 핵문제 즉 비핵화의 과제가 남아 있으나 남북 정상회담과 북미정사회담을 통해 남북교류협력의 여건이 나아지고 있고, 과학기술계 정부출연연구기관 소속의 연구자들이 북한연구과 남북협력을 준비한다. 대북 재제의 여건하에서 활성화될 수는 없으나 남북 과학자간 학술대회를 개최하고, 백두산연구기지 설립으로 백두산 지진 뿐만 아니라 천문 연구와 천연물, 광물 개발 등을 제안하였다. 앞으로는 남북과학기술협력센터 설립을 검토하고 보다 다양한 남북 과학기술 협력을 위한 기반 조성을 위한 향후 계획을 논한다.

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Neogene Uplift in the Korean Peninsula Linked to Small-scaled Mantle Convection at Singking Slab Edge (소규모 맨틀 대류에 의한 한반도의 신제3기 이후 융기 운동)

  • Shin, Jae-Ryul;Sandiford, Mike
    • Journal of the Korean Geographical Society
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    • v.47 no.3
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    • pp.328-346
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    • 2012
  • This study provides quantitative constraints on Neogene uplift in the Korean peninsula using onshore paleo-shoreline records and seismic data. The eastern margin of Northeast Asia including Korea sits in the back-arc system behind the Western Pacific Subduction Zone, a complex trench triple junction of the Philippine Sea, Pacific, and Eurasian (Amurian) plates. An analysis of seismic data in the subduction zone shows that the pattern of uplift in the peninsula mirrors the extent of deep seismicity in subducting Pacific plate beneath. Combined with previous tomographic studies it is proposed that uplift is partly driven by asthenospheric upwelling caused by a sinking slab during the Neogene. In addition, the SHmax orientations of E-W and N-S trends in the peninsula are consistent with the prevailing in-situ stress fields in the eastern Eurasian continent generated by various plate boundary forces. The uplift in Korea during the Late Neogene is attributed, in part, to lithospheric failure relating to faulting movements, thus providing a link between dynamic effects of mantle upwelling at sinking slab edge and lithospheric responses driven by plate boundary forces.

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Rock Dynamics and Tectonophysics (제 3주제 암석 동력학 및 지각물리학)

  • McGarr, I.;Dubinski, J.
    • Tunnel and Underground Space
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    • v.9 no.4
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    • pp.283-284
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    • 1999
  • 지하에서의 안전성과 광체의 경제적 회수가 광업계의 주요관심분야이다. 지하구조물과 주변 응려의 상호작용으로 채굴로 인한 지진활동(seismicity)이 지하안정성과 생산성에 결정적인 영향을 미치며, 암석절단, 천공, 발파기술 등을 적절하게 사용하는 것이 주요관심의 대상이 된다. 이 들에 대한 기초적인 이해는 석유 생산이나 천공장비 개발 등에도 적용될 수 있다.

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