• Economic and Environmental Geology
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• v.25 no.1
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• pp.61-72
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• 1992

The Danyang area consists of the thrust and folded sedimentary rocks of Paleozoic and Mesozoic Era. The area is bounded by major tectonic units which are the Gagdong Thrust to the west and the Okdong Fault to the east. According to the structural analyses, the area is affected by polyphase deformation. This study establishes deformational sequence in the area. Mylonite zone along the Okdong Fault corresponds to the first generation of structures ($D_1$). $D_1$-structures are discrete shear zone in the Jangsan Formation and bedding parallel extensional deformation in the Cambro-Ordovician sequences. $D_2$-structures were formed prior to the sedimentation of the Jurassic Bansong Group, which are the NW-trending fold and linear structures. After sedimentation of the Bansong Group, the area is strongly affected by the Daebo Orogeny which produces NE-trending thrusts, folds and linear structures. Earlier structures were tightened and rotated toward NE. Some thrust faults did not propagate into the Bansong Group. It is suggested either the Bansong Group acted as a decoupling horizon or rest on unconformably on the thrust faults. The area is weakly affected by $D_4$-event of which structures are E-W trending folds and faults. The Jugryeong Fault clearly cut the earlier folds and thrust faults. The rocks within the fault zone were sliced and rotated during the strike-slip movements. Block rotation and transpressional features can be commonly observed.

• Journal of the Korean Society of Groundwater Environment
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• v.1 no.1
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• pp.51-58
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• 1994

Electrical soundings and mappings were conducted to elucidate the geoelectrical structures of the local area of Cheju Island. The areas of the electrical surveys are coastal areas of Cheju Island, Gwagji, Sinpung-Sincheon. Generally, the geoelectrical structures of these areas are closely related with hydrogeological structures and it is very important to elucidate the geoelectrical structures for the water supply problems. Even though the results of electrical surveys in coastal areas of Cheju Island differ from place to place, there exists a general tendency of resistivity decrease with depth and the zone in the vicinity of mean sea level has low resistivity value. Also, there is good correlation between the low resistivity zone and the ground water distribution in the survey areas. A careful examination of the results of this study enabled resistivities of the rocks in Cheju Island to be divided in some categories. The resistivities of rocks unsaturated with ground water are greater than about 1000 ohm-m. The rocks saturated with fresh water have the resistivity value of about few hundreds ohm-m. Last, the rocks saturated with saline and/or brackish water have the resistivity value of about few tens ohm-m. The subsurface resistivity distribution of Cheju Island seems to be strongly dependent on the hydraulic characteristics of the rocks, and the amount and the salinity of the ground water in the rocks rather than the surface geology of the area.

• Journal of the Korean GEO-environmental Society
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• v.12 no.9
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• pp.5-11
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• 2011

Recently, large and deep excavations are increasing. The damage of adjacent structures due to excavation has steadily increased with increasing construction demand. Especially in urban development and poor conditions, the excavation adjacent to the subway structures has caused a lot of problems. This paper was reviewed that the underground excavation and reinforcement of the status process through a case study on the field. And stability analysis through the case study evaluates applicability for reasonable reinforcement method by numerical analysis. As a result, the strata distribution condition of all 16 sites consisted of landfill from the top and distributed in the order of deposits, weathered soils, weak rock from the bottom. Also, when proceeding the excavation adjacent to structures, the location of site and layer conditions have highly effect on the results of the construction. Therefore, this study was applied reinforcement method to protect damage by excavation. Displacement and settlement were within allowable criterion and hence, stability of structure was analyzed as safe.

• Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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• 2007.05a
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• pp.254-259
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• 2007

During the ground fault conditions, the flow of current to earth will produce potential gradients within and arround a substation. The common physiological effects of electric current on the body, stated in order of increasing current magnitude, are threshold perception, muscular contraction, unconsciousness, fabrillation of the heart. In this study, determined the tolerable voltage about earth-layered structure in the grounding system.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2001.09a
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• pp.212-215
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• 2001

남악지역에 분포하는 조간대 퇴적층의 층서구조와 퇴적심도 및 기반암의 단열구조를 파악하기 위한 전기비저항탐사를 실시하였다. 조간대 퇴적물에서 비저항은 하부로 갈수록 증가하며 대부분 3.0 Ohm-m이하의 비저항으로 고비저항의 기반암의 기반암과 뚜렷한 경계를 보여준다. 퇴적층의 층후는 퇴적지 중앙부에서 30m를 최대로 북쪽 (고해안선)과 남쪽 (영산강)으로 갈수록 감소하는 경향을 보여주는데 선행 조사된 시추결과와 일치한다. 일부 지역의 전기비저항 해석단면과 시추단면에서 견고한 점토질 (stiff)의 지층이 분포하는데 이 지층은 북서-남동 방향의 고해안선과 나란하게 분포한다. 이것은 퇴적물을 공급한 흐름의 방향과 조간대의 확장방향이 북서-남동 방향임을 지시한다. 기반암의 단열구조로 판단되는 저비저항대는 조사지역의 동부에 집중되어 있으며 단열대의 연장방향은 북서-남동 방향이 우세하다.

• The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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• v.7 no.3
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• pp.95-99
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• 2002

3.5KHz subbottom profiling systems are useful for delineating of shallow (up to 10~100m below the sea bottom) geological structure. These systems are generally used to image geological structures with less than 1m of vertical resolution. However swell in the sea is quite often higher than 1m, causing degradation in the quality of the 3.5KHz subbottom profiles. In this paper, we show the quality of digitally recorded data can be enhanced by the suppression of swell effect. Prior to suppression of swell effect, sea bottom detection procedure was applied using the characteristics that the amplitude of sea bottom reflection is high. To suppress the swell effect, we applied moving average method and high-cut filtering method using the extracted water depth of adjacent traces. Acceptable results were obtained from both methods. In the case of bad quality data or shallow data interfered with direct wave, the suppression of swell effect is difficult due to incorrect sea bottom detection.

• Proceedings of the Mineralogical Society of Korea Conference
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• 2002.10a
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• pp.1-15
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• 2002

조사지역에는 고생대 캠브리아기의 장산규암층, 묘봉층, 풍촌층, 화절층 및 오도비스기의 동점층, 두무동층, 막동층, 그리고 이들과 부정합 관계인 중생대 쥬라기의 사평리 역암이 분포한다. 위의 지층들은 북동-남서방향으로 발달하는 두 개 조의 드러스트 단층과 이에 수반된 후향 드러스트 단층 및 습곡구조에 의해 분포가 지배된다 이들 지층 중 경제 지층인 풍촌층은 암상의 특성에 따라 하부석회암대, 중부백운암대, 상부석회암대(고품위대)로 세분되며, 이 중 상부석회암대가 고품위용으로 개발대상이 된다. 상부석회암대는 백색-유백색의 치밀질 괴상석회암, 담회색 괴상 석회암, 어란상 석회암 등으로 구성되는데, 평균품위는 $SiO_2\;0.40\%,\;A1_2O_3\;0.15\%,\;Fe_2O_3\;0.15\%,\;CaO\;54.2\%,\;MgO\;1.07\%,$ 백색도 85.7로 중탄용이나 생석회 및 소석회 등 화학공업용으로 사용가능한 범위를 보여준다 고품위대의 두께는 평균 약 40m이나 드러스트 단층 등의 구조요소에 의해 $2\~3$회 반복되어 분포하기도 하고 지역에 따라 두께가 $80\~90m$까지 두꺼워지기도 한다. 상부석회암대의 석회석을 중탄용, 소성용, 탈황용 등으로 개발을 위해서는 사전에 충분한 정밀시추탐사를 시행하여 그 부존규모 및 개발가능구간 확인이 선행되어야 한다.

• Proceedings of the KSEEG Conference
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• 2002.10a
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• pp.1-15
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• 2002

조사지역에는 고생대 캠브리아기의 장산규암층, 묘봉층, 풍촌층, 화절층 및 오도비스기의 동점층, 두무동층, 막동층, 그리고 이들과 부정합 관계인 중생대 쥬라기의 사평리 역암이 분포한다. 위의 지층들은 북동-남서방향으로 발달하는 두 개 조의 드러스트 단층과 이에 수반된 후향 드러스트 단층 및 습곡구조에 의해 분포가 지배된다 이들 지층 중 경제 지층인 풍촌층은 암상의 특성에 따라 하부석회암대, 중부백운암대, 상부석회암대(고품위대)로 세분되며, 이 중 상부석회암대가 고품위용으로 개발대상이 된다. 상부석회암대는 백색-유백색의 치밀질 괴상석회암, 담회색 괴상 석회암, 어란상 석회암 등으로 구성되는데, 평균품위는 SiO$_2$ 0.40%, A1$_2$O$_3$ 0.15%, Fe$_2$O$_3$ 0.15%, CaO 54.2%, MgO 1.07%, 백색도 85.7로 중탄용이나 생석회 및 소석회 등 화학공업용으로 사용가능한 범위를 보여준다. 고품위대의 두께는 평균 약 40m이나 드러스트 단층 등의 구조요소에 의해 2～3회 반복되어 분포하기도 하고 지역에 따라 두께가 80～90m까지 두꺼워지기도 한다 상부석회암대의 석회석을 중탄용, 소성용, 탈황용 등으로 개발을 위해서는 사전에 충분한 정밀시추탐사를 시행하여 그 부존규모 및 개발가능구간 확인이 선행되어야 한다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.4
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• pp.252-260
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• 2005

In this research, case studies considering tunnel interface were conducted for zoning the ground into spatial area having similar geotechnical characteristics and estimating geotechnical properties for each area. The site for analysis consists of banded biotite gneiss, biotite schist and granite gneiss with spatial non-homogeneity, and for that reason weathering and fault zone were distributed with large scale. It's important thing to consider spatial ground zone and their geotechnical properties properly into stability analysis at design and construction stage. Also, in this studies, these analysis works are very useful for further decision making process by stability analysis.

• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.7
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• pp.137-144
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• 2019

For the structures near the seismogenic fault, the evaluation of seismic performance against near-fault ground motions is important as well as for design ground motions. In this study, characteristics of seismic behaviors and seismic performance of the pile-bent bridge constructed on the thick soft soil site with various weak soil layers were analyzed. The input ground motions were synthesized by the directivity pulse parameters for intra-plate regions. The ground motion acceleration histories of each layer were obtained by one-dimensional site response analysis. Each soil layer was modeled by equivalent linear springs, and multi-support excitations with different input ground motions at each soil spring were applied for nonlinear seismic analyses. The analysis result by the near-fault ground motions and ground motions matched to design spectra were compared. In case of the near fault ground motion input, the bridge behaved within the elastic range but the location of the maximum moment occurred was different from the result of design ground motion input.