• Title/Summary/Keyword: "조선의 지질"

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우리 나라 동굴의 지질과 환경 보전

  • 정창희
    • Proceedings of the Speleological Society Conference
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    • 1996.09a
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    • pp.64-64
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    • 1996
  • 석회동굴은 카르스트 지형 지역에서 지하 형성물로 나타나는 공동지역으로, 이 공동화된 공간에 2차적으로 석순, 석주, 종유석 등이 침전되어 생긴 동굴이다. 이런 카르스트 지형은 석회암 지층에서 용식작용으로 생겨나는데, 우리나라에서는 북쪽은 평안남도 동반지역과 함경남도의 남부서경지역, 황해도 서남부, 그리고 강원도 남부지역, 추가령 구조곡의 일부들이 해당한다. 그리고 남쪽은 문경 - 단양 - 제천 - 영월 - 평창 - 정선 - 삼척 - 강릉에 걸친 지역들이다. 따라서 우리나라의 석회암동굴들은 그 대부분이 조선계 대석회암통의 막동 석회암 층에 분포되고 있다.(중략)

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A geologic - environmental study of Gosu Karst Cave

  • Yoo, Jae-Shin
    • Journal of the Speleological Society of Korea
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    • v.34 no.35
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    • pp.43-51
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    • 1993
  • Gosu Karst Cave 지역은 우리나라에서도 Karst rocks가 가장 잘 발달된 곳이며 특히 이 지역은 고생대의 조선계 대석회암통에 해당된다. Karst Cave와 여러가지 형태의 생성물은 지질시대부터 생성에 알맞는 고기후학적인 조건과 지구화학적인 여건이 결합하여 풍화작용의 결과로 이루어진 것이다. Cave의 발달 방향은 지층의 주향과 거의 일치하며 지금도 이러한 형성작용은 진행되고 있다. Cave 내부의 기후환경의 영향으로 Cave내에 서식하는 생물은 7목 9종이 확인 및 채집되었다.

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Geological structure of the Ogcheon belt in the Buunnyeong area, Mungyeong, Korea (문경 부운령지역에서 옥천대의 지질구조)

  • ;原郁夫;宮本隆實
    • The Journal of the Petrological Society of Korea
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    • v.10 no.2
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    • pp.82-94
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    • 2001
  • The main geological structure of the Ogcheon belt in the Buunnyeong area, Mungyeong, which consists of three stratigraphic sequences, Joseon and Pyeongan Supergroups and Daedong Group, is characterized by the development of ESE-vergence structural unit (Dangok unit) and WNW-vergence structural units (Samsil and Bugongni units) onto an autochthonous unit (Buunnyeong unit). Three phases of deformation are recognized in this area. The lent phase of deformation coourred under the WNW-ESE compression, forming an upright-open fold (Buunnyeong-I fold) with NNE axial trend in the Buunnyeong unit. The second phase of deformation also under the WNW-ESE compression formed the Dangok, Samsil and Bugongni units, resulting in the further closing of the Buunnyeong-I open fold, the elongation of pebbles in the conglomerate rocks of a basal sequence of the Daedong Group, recumbent folds (Buunnyeong-II fold) and drag folds (Dangok fold) with NNE axial trend in the Buunnyeong and Dangok units, respectively. The third phase of deformation formed kink folds with its axis p1unging subvertically. The first and second phases of deformation took place before and after the deposition of the Daedong Group of the Upper Triassic -Lower Jurassic, respectively. These first two deformation events, which occurred under the same WNW-ESE compressional field, produced the regional NNE trend of geological structure in the Joseon and Pyeongan Supergroups of this area.

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3-dimensional Modeling and Mining Analysis for Open-pit Limestone Mine Stope Using a Rotary-wing Unmanned Aerial Vehicle (회전익 무인항공기를 이용한 노천석회석광산 채굴장 3차원 모델링 및 채굴량 분석)

  • Kang, Seong-Seung;Lee, Geon-Ju;Noh, Jeongdu;Jang, Hyeongdoo;Kim, Sun-Myung;Ko, Chin-Surk
    • The Journal of Engineering Geology
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    • v.28 no.4
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    • pp.701-714
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    • 2018
  • The purpose of this study is to show the possibility of 3-dimensional modeling of open-pit limestone mine by using a rotary-wing unmanned aerial vehicle, a drone, and to estimate the amount of mining before and after mining of limestone by explosive blasting. Analysis of the image duplication of the mine has shown that it is possible to achieve high image quality. Analysis of each axis error at the shooting position after analyzing the distortions through camera calibration was shown the allowable range. As a result of estimating the amount of mining before and after explosive blasting, it was possible to estimate the amount of mining of a wide range quickly and accurately in a relatively short time. In conclusion, it is considered that the drone of a rotary-wing unmanned aerial vehicle can be usefully used for the monitoring of open-pit limestone mines and the estimation of the amount of mining. Furthermore, it is expected that this method will be utilized for periodic monitoring of construction sites and road slopes as well as open-pit mines in the future.

Development of Water-resistant Grout according to Blast Furnace Slag Fine Powder and Calcium Hydroxide Content (고로슬래그 미분말과 수산화칼슘 함유량에 따른 차수그라우트재 개발)

  • Seo, Hyeok;Park, Kyungho;Jeong, Sugeun;Kim, Daehyeon
    • The Journal of Engineering Geology
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    • v.30 no.4
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    • pp.541-555
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    • 2020
  • The grouting method is used for reinforcing and waterproofing the soft ground, increasing the bearing capacity of structures damaged by lowering or subsidence due to rise and vibration, and for ordering. This study attempted to develop a blast furnace slag-based cementless grout material to increase the strength and hardening time of the grout material using reinforcing fibers. In this regard, in this study, it was used in combination with calcium hydroxide, which is an alkali stimulant of the three fine powders of blast furnace slag, and the content of calcium hydroxide was used by substituting 10, 20, and 30% of the fine powder of blast furnace slag. In addition, in order to compare the strength according to the presence or absence of reinforcing fibers, an experiment was performed by adding 0.5% of each fiber. As the content of carbon fibers and aramid fibers increased, the uniaxial compressive strength increased, and it was confirmed that the crosslinking action of the fibers in the grout material increased the uniaxial compressive strength. In addition, it was confirmed that the gel time sharply decreased as the content of the alkali stimulate increased.

Analysis of the Physical and Mechanical Properties of Injected High-Density Polyurethane from Laboratory Experiments and Field Tests (실내실험 및 현장실험을 통한 고밀도 폴리 우레탄 공법의 물리·역학적 특성 분석)

  • Choi, Junyoung;Kim, Daehyeon
    • The Journal of Engineering Geology
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    • v.31 no.1
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    • pp.83-101
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    • 2021
  • The high-density polyurethane method uses the instantaneous expansion pressure of injected material to stabilize soft ground, allowing reinforcement, restoration, and construction to be carried out in suboptimal ground conditions. Under normal and, even poor conditions, the method is easily applied because the working time is very short. The method is environmentally friendly and results have excellent durability. The purpose of this study was to verify the physical and mechanical properties of high-density polyurethane in the ground. Initial testing of strength, direct shear, and soil environment stability was followed by testing for permeability in order to address environmental concerns. The results of the experiments showed that the internal friction angle was about twice as high and the adhesion was about 2.5 to 3.5 times higher than for dense and hard clay, and that the permeability factor was significantly lower compared with the existing grouting method, within the range of 1.0 × 10-5.

A Study on the Development of Water Permeability Gap Block by Reinforced Fiber Content (보강섬유 함유량에 따른 투수성 틈새블록 개발에 관한 연구)

  • Jo, Joonho;Shin, Jung
    • The Journal of Engineering Geology
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    • v.32 no.4
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    • pp.661-670
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    • 2022
  • In recent years, extreme rainfall and rainy seasons caused by climate change have caused river flooding and flooding damage, and it is urgent to solve economic and environmental problems in the city center due to the increase in the number of peak homes. The gap block, called the fitting block, is designed to facilitate rainwater pitching by forming a gap between the block and the block by forming a concave part and a protrusion of the block differently without the use of an existing spacer. In this study, for the production of such a gap block, the existing cement content was reduced and aramid fibers and exploration fibers, which are industrial by-products such as Goroslag fine powder and reinforcing fibers, were applied.

New Occurrence of Haengmae Formation in Taebaeksan Basin (태백산분지 내 새로운 행매층 분포 확인)

  • Song, Yungoo;Park, Chaewon;Kim, Namsoo;Choi, Sung-Ja;Chwae, Ueechan;Kwon, Sanghoon;Jang, Yirang
    • Economic and Environmental Geology
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    • v.54 no.3
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    • pp.365-372
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    • 2021
  • Pebble-bearing clastic carbonate rock which has been found in and around the Jeongseon and Okgye through the field survey was studied in petrological and mineralogical characteristics. We define the clastic carbonate rocks as 'Dolomite-pebble bearing fine sand-sized dolostone, or grainstone', which are characterized by the existence of dolomite single grains and Mg-phengite, and by the subsequent formation of secondary calcite cements. These attributes correspond well with those of the typical Haengmae Formation from Haengmae-dong, Mitan-myeon, Jeongseon-gun, thus the carbonate rocks in the Jeongseon and Okgye areas must belong to the Haengmae Formation. The result suggests that the Haengmae Formation is an independent unit among the Paleozoic lithostratigraphic units in Taebaek basin and lies in the upper part of Jeongseon and Sukbyungsan Formations under the Hongjeom Formation of Pyeongan Supergroup.

Structural Analysis of the Danyang Area, Danyang Coalfield, Korea (단양지역의 지질구조)

  • Kim, Jeong Hwan;Koh, Hee Jae
    • 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.

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