• Title/Summary/Keyword: 변형대

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Geological Structures of Jucheon Area, Contact Area between Ogcheon Belt and Gyeonggi Massif (옥천대와 경기육괴의 경계부, 주천 지역의 지질구조)

  • Kihm, You-Hong;Kee, Won-Seo;Jin, Gwang-Min
    • Economic and Environmental Geology
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    • v.43 no.6
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    • pp.637-648
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    • 2010
  • The Songbong Formation (so-called Bangrim Group), correated to the lower part of Choseon Supergroup, unconformably overlies the Precambrian Gyeonggi massif at northeastem tip of the Ogcheon belt The contact relationship between the Choseon Supergroup and the Yeongnam massif is also known as an unconformity at northeastem part of the Ogcheon belt. lt implies that the Gyeonggi and Yeongnam massifs were probably connected each other before the Early Paleozoic. Three deformational phases are recognized in the study area, The first phase is the north-northeastward ductile thrusting, which places Precambrian granite of the Gyeonggi massif over the Paleozoic rocks of the Ogcheon belt. The second phase is characterized by the southeastward thrusting and deformation partitioning along the Nuruhaji compartment fault. The third phase is the reactivation of the Nuruhaji Fault into dextral strike-slip fault with over a few kilometers displacement.

Effect of Deformation Zones on the State of In Situ Stress at a Candidate Site of Geological Repository of Nuclear Waste in Sweden (스웨덴 방사성 폐기물 처분장 후보부지의 사례를 통해 살펴본 대규모 변형대가 암반의 초기응력에 미치는 영향)

  • Min, Ki-Bok
    • Tunnel and Underground Space
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    • v.18 no.2
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    • pp.134-148
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    • 2008
  • The state of in situ stress is an important factor in considering the suitability of a site as a geological repository for nuclear waste. In this study, three-dimensional distinct numerical analysis was conducted to investigate the effect of deformation zones on the state of stress in the Oskarshamn area, which is one of two candidate sites in Sweden. A discontinuum numerical model was constructed by explicitly representing the numerous deformation zones identified from site investigation and far-field tectonic stress was applied in the constructed model. The numerical model successfully captured the variation of measured stress often observed in the rock mass containing large-scale fractures, which shows that numerical analysis can be an effective tool in improving the understanding of the state of stresses. Discrepancies between measured and modelled stress are attributed to the inconsistent quality of measured stress, uncertainty in geological geometry. and input data for fractures.

Studies on the Beach Deformation Mechanism of Haeundae Beach (해운대 해수욕장의 해빈변형기구에 관한 고찰)

  • 이종섭;김차겸
    • Proceedings of the Korea Water Resources Association Conference
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    • 1988.07a
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    • pp.45-54
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    • 1988
  • 현지해안의 해빈변형을 연구하기 위해 해운대 해수욕장에서 파랑과 해빈류를 관측하였으며, 또한 파랑과 흐름의 간섭효과를 고려한 파랑변형 및 해빈류를 수치계산하여 관측결과와 비교하였다. 지형변동은 경험적 고유함수법에 의해 해석했다. 해운대 해수욕장의 해빈변형을 해빈류의 유황과 지형변동의 해석결과에 의해 분석하였다. 남서풍이 탁월할 때는 종단방향의 표사이동에 의해 침식이 일어났으며, 이 때의 표사이동 양상은 입사각이 180。일 때의 해빈류의 유황과 거의 일치하였다. 북동풍이 탁월할 때는 연안방향의 표사이동에 의해 침식이 일어났으며, 이 때의 표사이동 양상은 입사각이 160。일 때의 해빈류의 유황과 거의 일치하였다. 즉, 현지의 해빈변형은 입사파의 특성과 파랑에 의해 일어나는 해빈류에 의해 크게 좌우되는 것으로 나타났다.

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Rules to control propagations in deriving spatial data models (공간데이터모델 유도에 따른 파급 처리 규칙)

  • 도순희;강혜경;이기준
    • Proceedings of the Korean Information Science Society Conference
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    • 2001.10a
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    • pp.94-96
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    • 2001
  • 기존의 대축척 지리정보 데이터베이스로 부터 새로운 소축적 지리정보 데이터베이스를 유도하는 방법 중의 하나는 일반화이다. 이는 대축적 공간데이터를 소축척에 적합하도록 변형시킨다. 즉, 일반화를 통해서 지리정보 데이터의 공간 및 비공간적 특성이 변형되고 그 결과 데이터 모델로 변하게 된다. 본 연구는 이러한 변형에 따른 파급효과를 제어할 수 있는 규칙들을 제시한다. 특히 여섯 가지 일반화 연산자들이 모델에 미치는 영향을 조사하여, 이를 바탕으로 모델 변형을 제어할 수 있는 규칙을 제시하였다.

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Treatment for the Deformed Support of Oil Paintings Using Low-Pressure Table and New Materials (저압 테이블과 신소재를 이용한 유화의 지지대 변형에 대한 처리작업)

  • Kim, Joo-Sam
    • Journal of Conservation Science
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    • v.6 no.1 s.7
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    • pp.71-78
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    • 1997
  • Oil painting shows a wide variety of damages due to differentcohesiveness between materials and different responses to temperature and humidity. The deforming flatness of canvas is a major cause of deterioration. The heat, pressure and moisture, and classical materials which had been traditionally used to correct the deformation of supports have caused damages to the paintings. In modern restoration of paintings, new methods have been developed to avoid the use of such potentially harmful elements. In this paper the correcting of deformed support with the use of low-pressure table, deformation correction frame and new materials, which has been developed both to protect the works and to maximize the effect of restoration.

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Engineering Properties of Mylonite in the Youngju Area (영주지역 압쇄암의 공학적 특성 연구)

  • Kim, Sung-Wook;Choi, Eun-Kyeong;Yang, Tae-Sun;Lee, Kyu-Hwan
    • Journal of the Korean Geotechnical Society
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    • v.27 no.10
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    • pp.35-43
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    • 2011
  • The area to be studied is the place where the main line rail way will be constructed in accordance with the scheduled construction project of Yeongju dam, and is a fold and mylonite zone over several km that is formed by ductile-shearing effect. The ductile shear zone, which has been transformed by faulting for long geological time, shows a complicated geological structure. Due to the recrystallization of mineral caused by transformation in deep underground (>8km), a mylonite zone with lamellar structure has properties distinguished from other fault zones formed by transformation near earth surface <2km). To see the properties of mylonite, this study analyzed the transformation rate of sample rocks and the shape of constriction structure accompanied with transformation. While the transformation of fault zone shows a round oblate, the mylonite zone shows a prolate form. Transformation rate in fault zone was measured to be less than 1.2 compared to the state before transformation while the measured rate in mylonite zone was 2.5 at most. Setting the surface of discontinuity as the base, the unconfined compressive strength of slickenside can be categorized in sedimentary rocks, and a change of strength was observed after water soaking over certain time. Taking into account that the weathering resistance of the rock based on mineral and chemical organization is relatively higher, its engineering properties seems to result from the shattered crack structure by crushing effect. When undertaking tunnel construction in mylonite zone, there should be a special care for the expansion of shattered cracks or the fall of strength by influx of ground water.

Time-relationship between deformation and metamorphism of the Paleozoic metasedimentary rocks of the north Sobaegsan massif in the Janggunbong area, Korea (장군봉지역 북부 소백산육괴의 고생대 변성퇴적암류에 대한 변형작용과 변성작용 사이의 상대적인 시간관계)

  • 강지훈;오세봉;김형식
    • The Journal of the Petrological Society of Korea
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    • v.7 no.3
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    • pp.190-206
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    • 1998
  • The microstructures and time-relationship between deformation and growth of metamorphic minerals(metamorphism) of the Paleozoic metasedimentary rocks(Joseon Supergroup and Pyeongan Group) in the Janggunbong area at the central-south part in the North Sobaegsan Massif, Korea, have been analyzed in this paper. The first phase metamorphism (low-pressure type metamorphism), recognized as the crystallization of stack-type chloritoid and biotite and augen-type old andalusite, occurred under non-deformational condition before D1 deformation related to the formation of an E-W trending isocline-synclinal fold(Janggunbong fold) and associated its axial plane S1 foliation, and produced regional mineralogical zoning of E-W trend in the Paleozoic rocks. The second phase metamorphism(medium-pressure type metamorphism), related to the growth of staurolite and garnet porphyroblasts with straight or curved internal foliations(Si), occurred under non-deformational condition after D1 deformation related to the formation of E-W trending thrusts modifying the Janggunbong fold and during D2 deformation related to the formation of E-W trending Yecheon shear zone. This metamorphism also produced regional mineralogical zoning of E-W trend. After D2 deformation occurred the intrusion of Jurassic Chunyang granite and associated its contact metamorphism which crystallized patchy-type young andalusite and prismatic- or fibrous-type sillimanite and coarse-grained garnet. This metamorphism occurred under non-deformational condition before D3 deformation related to the formation of S3 crenulation cleavage and during early phase of D3 deformation, and formed narrow mineralogical zoning of N-S trend near Chunyang granite.

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The temperature condition for the mylonitization of the Cheongsan granite, Korea (변형된 청산 화강암의 압쇄암화작용시의 변형온도 - 변형된 청산 화강암의 구조 해석 -)

Estimation of the Deformation Modulus for a Fault Zone using Crown Settlements Measured During Tunnel Excavation (터널 굴착 중 측정된 천단변위를 이용한 단층대의 변형계수 산정)

  • Yun, Hyun-Seok;Moon, Seong-Woo;Song, Gyu-Jin;Seo, Yong-Seok;Kim, Ji-Soo;Woo, Sang-Baik
    • The Journal of Engineering Geology
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    • v.24 no.2
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    • pp.227-235
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    • 2014
  • The deformation modulus is one of the essential factors in determining ground behavior and safety during tunnel excavation. In this study, we conducted a back-analysis using crown settlements measured during tunnel excavation, using a horizontal inclinometer on a fault zone of pegmatite, and calculated the deformation modulus of the fault zone. This deformation modulus calculation was then compared with deformation moduli found through established relationships that use the correlation between RMR and the deformation modulus, as well as the results of pressure-meter tests. The deformation moduli calculated by back-analysis differs significantly from the deformation moduli determined through established relationships, as well as the results from pressure-meter tests conducted across the study area. Furthermore, the maximum crown settlements derived from numerical analysis conducted by applying deformation moduli determined by these established relationships and the pressure-meter tests produced noticeable differences. This result indicates that in the case of a weak rock mass, such as a fault zone, it is inappropriate to estimate the deformation modulus using preexisting relationships, and caution must be taken when considering the geological and geotechnical characteristics of weak rock.