• Title/Summary/Keyword: 기반암 분포

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Geophysical Investigation for Detecting a Bedrock and Geological Characterization in Natural Slope (자연사면에서 기반암 및 지질특성을 탐지하기 위한 지구물리 조사)

  • Park, Jong-Oh
    • The Journal of Engineering Geology
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    • v.19 no.1
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    • pp.1-8
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    • 2009
  • Geophysical surveys were conducted on an upper part of a natural slope located at Daejeon University. Electrical resistivity and seismic refraction measurements were carried out to obtain information on a weathered zone and internal structure at shallow depth, while AMT measurement a bed rock and geological structure at deep depth. With all the techniques applied, these results show a good correlation between electrical resistivity images and refraction velocity distributions for the characterization of a weathering and geological structure at depth. In particular, AMT survey seems to be the powerful tool for detecting a distribution of a bed rock with deep depth. The combined geophysical investigation produced a detailed image of a subsurface structure and improved well in the interpretation.

Seismic exploration for understanding the subsurface condition of the Ilwall-dong housing construction site in Pohang-city, Kyongbook (경북 포항시 일월동 택지개발지구의 지반상태 파악을 위한 탄성파탐사)

  • Seo, Man Cheol
    • Journal of the Korean Geophysical Society
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    • v.2 no.1
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    • pp.45-56
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    • 1999
  • Seismic refracrion and reflection surveys were conducted along an E-W trending track of 482 m long in Ilwall-dong, Pohang. End-on spread was employed as source-receiver configuration with 2 m for both geophone interval and offset. Seismic data were acquired using 24 channels at every shot fired every 2 m along the track. Refraction data were interpreted using equations for multi-horizontal layers. Reflection data were processed in the sequence of trace edit, gain control, CMP sorting, NMO correction, mute, common offset gathering, and filtering to produce a single fold seismic section. There are two layers in shallow subsurface of the study area. Upper layer has the P-wave velocities ranging from 267 to 566 m/s and is interpreted as a layer of unconsolidated sediments. Lower layer has P-wave velocities of 1096-3108 m/s and is interpreted as weathered rock to hard rock. Most of the lower layer classified as soft rock. Upper layer has lateral variations in both P-wave velocity and thickness. The upper layer in the eastern part of the seismic line is 3-5 m thick and has P-wave velocity of 400 m/s in average. The upper layer in the western part is 8-10 m thick and has P-wave velocity of 340 m/s in average. The eastern part is interpreted as unconsolidated beach sand, while the western part is interpreted as infilled soil to develop a construction site. Three fault systems of high angle are imaged in seismic reflection section. It is interpreted that the area between these fault systems are relatively safe. Large buildings should be located in the safe ground condition of no fault and footings should be designed to be in the basement rock of 3-10 m deep below the surface.

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Analysis of the Basement Structure of Noeun Waste Landfill Site Using a Refracted Elastic Wave Tomography Survey (탄성파 굴절법 토모그래피 방법을 이용한 노은 폐기물 매립장의 지반 구조 분석)

  • Kim, Jun-Kyoung
    • Journal of the Korean earth science society
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    • v.27 no.4
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    • pp.425-432
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    • 2006
  • A seismic tomography using refraction waves is applied to provide information on depth of basement rocks and leachate distribution of the Noeun waste landfill site for the stage of preliminary environmental survey. This method is generally applied to civil and environmental areas. Three lines, apparently perpendicular to the potential leachate flow direction in this site, were installed to investigate the waste landfill site in pseudo three dimensional geometry. The results show that the site is composed of 3 layers and depth of basement becomes shallower at the upstream area of the landfill site than that of the downstream area. Moreover, some parts of the second layer and the basement at the down stream area are partially infiltrated by the leachate, probably related to the disturbed distribution of the different velocity materials within the second layer. In Conclusion, refraction wave tomography is found to be one of the most efficient way to investigate waste landfill site.

Evaluation of Multi-axis Robotic Manufactured Thermoplastic Composite Structure Using Stamp-forming Process (다관절 로봇 암 기반 고속 열 성형 공정을 활용한 열가소성 복합재 부품 평가)

  • Ho-Young Shin;Ji-Sub Noh;Gyu-Beom Park;Chang-Min Seok;Jin-Hwe Kweon;Byeong-Su Kwak;Young-Woo Nam
    • Composites Research
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    • v.36 no.5
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    • pp.321-328
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    • 2023
  • This study developed the in-situ stamp-forming process using the multi-axis robotic arm to fabricate thermal composite parts. Optimal fabrication parameters with the multi-axis robotic arm were determined using finite element analysis and these parameters were further refined through the practical manufacturing process. A comparison between the manufactured parts and finite element analysis results was conducted regarding thickness uniformity and wrinkle distribution to confirm the validity of the finite element analysis. Additionally, to evaluate the formability of the manufactured composite parts, measurements of crystallinity and porosity were taken. Consequently, this study establishes the feasibility of the In-situ stamp-forming consolidation using a robotic arm and verifies the potential for producing composite parts through this process.

부산점토의 특성 : 조간대 퇴적층의 대자율

  • 김성욱;김인수;최은경;정성교
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2002.09a
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    • pp.315-318
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    • 2002
  • 낙동강 삼각주의 분포하는 제4기 홀로세 퇴적층 중 북부와 중부, 그리고 남부지역에 해당하는 가덕도 (신항만 조성지역), 범방리 (경마장 조성지역), 양산 (신도시 조성지역)의 조간대 퇴적층에 대한 대자율 연구를 수행하였다. 퇴적층의 층위별 대자율은 입도와 관입저항에 비례하여 대자율도 증가한다. 가덕도의 70여m의 퇴적층 중 20m, 40m의 점토층에서 대자율 변화가 나타나는데 인접한 녹산지역의 연구견과와 비교하면 고환경이 변화되는 지점과 일치한다. 삼각주의 중부에 위치하는 범방리 점토시료는 기반암까지 층위별 대자율이 일정하며, 북부의 양산지역 점토시료는 하부로 갈수록 대자율이 증가하는데 이러한 결과는 시료의 입도 분포와 같은 양상이다. 가덕도 시료와는 달리 모든 점토층이 유사한 대자율을 보여주고 있어 퇴적 동안 환경의 변화는 인지되지 않는다. 이 지역의 시료가 가덕도에 비해 높은 고도에 위치하여 가덕도 시료의 상부 점토에 해당되는 것도 환경변화가 나타나지 않는 이유가 될 수 있다. 따라서 보다 광범위한 지역에 대한 연구가 요구 된다.

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Geomorphic Development of River Terraces at the Mid.Downstream of Hongchoen River (홍천강 중.하류의 하안단구 지형발달)

  • 윤순옥;이광률
    • Journal of the Korean Geographical Society
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    • v.35 no.2
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    • pp.189-205
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    • 2000
  • 북한강 지류 홍천강은 중류구간과 하류구간의 하천 형태가 대조적이다. 홍천강의 중류는 단층선을 따라 직선상으로 남서류하고, 하류는 감입곡류 구간으로 서류하여 북한강에 합류한다. 유역분지의 기반암은 중류구간의 서쪽과 하류구간은 편마암, 중류구간의 동쪽은 화강암이며, 상류구간은 변성암과 화강암이 혼재한다. 하안단구는 중류구간 유로의 양안에서 넓게 분포하며, 하류구간에서는 감입곡류의 활주사면에 좁게 나타난다. 이러한 특징은 지질구조선의 존재, 중류와 하류의 지질 특성과 이에 따른 유로 발달의 차이에 기인한다. 화계분지는 중류구간의 가장 하류쪽에 위치하는데, 분지 내에는 고도를 달리하는 여러 단의 하안단구가 분포한다. 즉, 화계분지에서는 과거 여러 번에 걸친 유로변경과 이로 인해 곡류절단이 이루어졌다. 이는 변성암으로 이루어진 홍천강 하류의 좁고 깊은 하곡이 국지적인 침식기준면으로 작용하여 중류에서 하류로의 곡류대 이동이 방해받았기 때문이다. 하안단구의 형성시기는 기존의 연구결과와 비교할 때, 저위 I면과 저위II면이 각각 Early Wurm 빙기와 Late Wurm에 대비되는 marine oxygen isotope stage 4와 2 시기에, 중위면은 Late Riss에 해당하는 marine oxygen isotope stage 6에 형성된 것으로 추정된다.

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Dosimetric Comparision for Rectal Cancer using 3D-CRT, IMRT, Tomotherapy (직장암의 방사선 치료 시 3D-CRT, IMRT, Tomotheray를 이용한 치료계획 및 주변 정상장기 선량 비교)

  • Lee, Seung-chul;Kim, Young-Jae;Jang, Seong-Joo
    • Journal of the Korean Society of Radiology
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    • v.11 no.5
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    • pp.393-399
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    • 2017
  • In this paper, we compared the Radiation treatment plan of rectal cancer on 3D-conformal Radiation Therapy, Tomotherapy and Linac Based IMRT using treatment planning system and to find the optimal treatment technique. The results of the comparison of treatments are as follows. In tumor tissue absorption dose more than 95% of the dose prescription dose and normal tissues(bladder, small bowel, fumer bone head) was NOT Normal tissue complication rate(V40, V30, V20, V10) but, The most effective treatment(dose distribution) for the three treatments was tomotherapy based IMRT. The worst was 3D-CRT. If this study is applied to patients under their health status and physical environment, patient's prognosis and quality of life will improve.

Estimation of Usable Cut-out Volume Considering the Structural and Engineering Properties of Rock Mass (암반의 구조적 및 공학적 특성을 고려한 가용절취량 산정)

  • 이창섭;홍관석;조태진
    • The Journal of Engineering Geology
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    • v.11 no.1
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    • pp.101-113
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    • 2001
  • Structural and geological engineering properties of the rock mass distributed in the Yokmang mountain area were investigated to detenninc the usable cut-out volume and quarrying efficiency. The study area is located in the southern tip of the Yangsan fault system which controls the geological structure of the Kvungsang basin. As a result, the study area is mainly composed of andesicic. rhyolitic. and granitic rocks of the Cretaceous Kyungsang Supergroup and a series of right-handed strike-slip faults is developed along NNE-SSW direction. These regional faults significantly affect the spatial and meclwnical characteristics of joints such as spacing, frequency, and compressive strength. The joint frequency is highest along the fault zones and decreases toward the remote region. Based on the geological information obtained from the field survey, the detailed structure of the Yokmang mountain was analyzed and the volume of the rock mass was assessed. Considering the minimum rock block size required for the construction of a coastal dumping site, potential cut-out volume is then estimated to be 4,018,000m$^3$ the volume % of which is 48% of Yokmang mountain including the soil and weathered rock and 61% of the unweathered rock mass.

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The Distribution and Geomorphic Change of Debris Slope at Ongjeom-ri in Cheongsong-gun (청송군 옹점리 일대 암설 사면의 분포와 지형 변화)

  • Lee, Gwang-Ryul;Park, Han-San
    • Journal of the Korean Geographical Society
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    • v.45 no.3
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    • pp.360-374
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    • 2010
  • The distributions, factors, and vegetation covers of debris slopes and changes of debris at the eastern Ongjeom-ri, Cheongsong-gun are analyzed. The important factors influencing on the developments of the slopes are felsites having advantages to the developments of cliffs and supply of enough debris, and the relatively long days below zero temperatures promoting the physical weathering processes. The distributional areas of the slopes at southern and western slopes are more extensive than those of northern and eastern slopes due to the active water evaporation by high insolation. The Ga area at eastern Ongjeom-ri has experienced the steady decreases of area of the slopes due to the vegetation covers and shows the increasing rates of vegetation covers of $431.0m^2/yr$ as averaged values. However, it is estimated at the Na area using terrestrial LIDAR that 1 or 2 debris were moved or displaed per year in slope.

Result of CO2 Geological Storage Site Survey for Small-scale Demonstration in Pohang Basin, Yeongil Bay, SE Korea (영일만 해상 포항분지 소규모 CO2 지중저장 실증을 위한 부지 탐사 결과)

  • Shinn, Young Jae;Kwon, Yi Kyun;Yoon, Jong-Ryeol;Kim, Byoung-Yeop;Cheong, Snons
    • The Journal of Engineering Geology
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    • v.28 no.2
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    • pp.161-174
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    • 2018
  • $CO_2$ storage site for small-scale demonstration has been investigated in Yeongil Bay, Pohang, SE Korea, using seismic survey and exploration well data. We found a potential storage formation consisting mainly of conglomerate and sandstone. The storage formation unconformably overlies volcanic basement rocks that are located in a depth from 650 to 950 m (below sea level). The depth of the storage formation is suitable for injecting supercritical $CO_2$ in the Pohang Basin. The average thickness of the storage formation is about 123 m, which possibly provides sufficient capacity at the level of small-scale storage demonstration. The overlying fine-grained deposits consist mainly of marine hemipelagic muds and interlayered turbidite sands. The overlying formation is considered as a good seal rock that is over 600 m thick and widely distributed in the onshore and offshore portions of the basin. NNE-trending faults found in the study area likely formed at basement level, probably not continue to seafloor. Such faults are interpreted as syndepositional faults involved to the basin initiation. This study reveals that the offshore area of the Pohang Basin contains deep geological formations suitable for small-scale $CO_2$ storage demonstration.