• 한국지형학회지
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• 제25권4호
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• pp.21-35
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• 2018

The distribution and size of sandy beaches along eastern Korea has a close relationship with the presence of granite rocks. In general, elongated and wide beaches with abundant sands are likely to develop along the coasts where granitic basic rocks comprise the dominant geology or where a large amount of sands are supplied by streams from inland granitic rocks. Small sandy beaches, in contrast, appear in non-granitic rocks (i.e., under sedimentary and/or metamorphic geology). Hence, large beaches are observed continuously along the shore of Gangwon-do, of which coasts consist predominantly of granitic geology. Such continuity declines from Samcheok city to Pohang city. The rock of Gyeonbuk-do is commonly known as sedimentary, deposited between the late Triassic and the early Tertiary Periods. Because few sands are supplied from the upstream areas, sandy beaches unlikely develop along the coasts of the province, only showing a sporadic, discontinuous distribution under Bulguksa granite, granitic gneiss, and some volcanic rocks. Erosion was rarely observed in the beaches where granitic rocks are distributed, whereas merely five beaches seemed to have undergone some level of erosion in non-granitic regions. This is presumably because a larger amount of sands than that which had been eroded away was replenished in areas under granitic geology, while under non-granitic geology having a deficit in sands, no large sandy beaches had formed at first.

• 자원환경지질
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• 제50권6호
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• pp.467-476
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• 2017

구암산 칼데라는 청송 남동부에 나타나며, 이 칼데라에 직접적으로 관련되는 지질은 규질 화산암류이고 화산각력암, 구암산응회암과 함몰후 관입암으로 구분할 수 있다. SHRIMP를 이용하여 저어콘 U-Pb 연령측정을 실시함으로서 화산암류의 분출시기, 관입시기와 칼데라 형성시기를 확실하게 하였다. 측정결과에 의하면 구암산응회암은 하부 회류응회암이 $63.77{\pm}0.94Ma$, 상부 회류응회암이 $60.1{\pm}1.8Ma$의 분출시기, 함몰후 관입체의 환상 유문암맥은 $60.65{\pm}0.95Ma$의 관입시기를 나타낸다. 이 자료에 의하면 구암산 칼데라는 구암산응회암의 상부 회류응회암 분출 직후, 환상암맥 관입 직전의 60.65~60.1 Ma 무렵에 형성되었음을 암시해준다. 구암산 칼데라 지역에서는 63.77~60.1 Ma 기간에 회류분출-칼데라함몰-환상관입으로 연결되는 하나의 완벽한 칼데라윤회를 거치는 화산과정을 나타낸다.

• 자원환경지질
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• 제18권4호
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• pp.357-368
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• 1985

경주(慶州) 남부(南部) 2.8km 지점에는 치술령 화산암층이 분포하며, 이 화산암층 보다 후기에 분출 형성된 distreme이 있다. diatreme은 지름이 1.2km의 원형의 화구로서 화산쇄설물로 충진 되어 있다. 이 화산 쇄설물은 proximal ballistic fall deposits로서 층리를 보여주며, 각 층은 상당히 두껍고 특징적으로 많은 양의 accretionary lapilli가 함유되어 있다. 이러한 특징은 시추에 의해 지표 하부 650m가지 확인되었다. 이러한 특징으로 보아 diatreme은 규장질 magma에 많은 양의 물이 유입되는 환경에서 연속인 분출 활동을 하였음을 의미하고, 화산 활동 기간 중에 연속적으로 화산쇄설물이 퇴적 및 침강 하였음을 의미한다.

• 대한지리학회지
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• 제40권
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• pp.15-29
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• 1989

특정지역의 지형은 지질적인 제여건을 반영하고 있으므로 지질과 지형과의 관계를 밝히는데는 다방면에 걸친 연구분석이 이루어져야 한다. 한국 남동지대에 발전하는 지질구조중 소증 양산절층, 동래절층 등의 지질구조는 그 지역의 구조운동을 밝히는 중요한 지표가 될 뿐아니라 지형발달에도 크게 영향을 미치고 있어 지형학적으로도 관심의 대상이 되고 있다. 본 연구의 목적은 태화강 유역의 경사와 절봉면을 분석함으로서 양산절층과 그 부근에 발달한 지질구조가 하천지형의 발달에 어떠한 영향을 미치고 있는가를 밝하는데 필요한 기초자료를 제공하려는 것이다.

• 대한원격탐사학회지
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• 제7권2호
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• pp.131-147
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• 1991

Feature enhancement combined with some pattern recognition techiques were applied to the Remote Sensing Data for geological mapping with particular emphasis on non-me-tallic ore deposits and their related geologies. The area chosen is north of Ulsan, the size of which is about 400km$^2$. The geology of the area consists mainly of volcanics, volcanic sediments and clastic sediments of Miocene age, underlain by the Kyungsang sediments of Cretaceous age. The mineralization occurs in tuffs or along the bedding plane of tuffaceous sediments, the main products of which are Kaolinite and Bentonite. The outcrops or mine dumps in the study area were most effectively extracted on the histrogram normalized image of TM Band 1 and 2, due to their high reflectivity. These may be confused with some artificial features, like slate roof complex of the poultry farm or cement ground, which should be classified by field checking. Detailed examination of enhancment image combined with pattern recognition techniques made enable to classify different rocks and thereby extract volcanic products which are mainly related to non-metallic ore deposits in the study area.

• 한국동굴학회:학술대회논문집
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• 한국동굴학회 1993년도 제 5차 ASIA 동굴학 심포지움
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• pp.163-172
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• 1993

Cheju island is situated at about 90km south of southern most tip of the Korean peninsula. Its shape is an ellips with size of 80$\times$40$km^2$, and it is characterized by a symmetrical form whose peak is Mt. Halla (1950m). Major chemical composition of the rock samples from Manjang gul cave is determined by XRF using the fundamental parameter method consisting of fully auto quantitative analysis, semi quantitative analysis (order estimation) and group quantitative analysis. Judging from chemical composition ($SiO_2 = 53.07Wt% Fe_2 O_3=11.34Wt%, MgO=6.48Wt%, Na_2 O=3.07Wt%, K_2 O=1.05Wt%$), this rocks may belong to non alkalic basalt. K-Ar ages of two rocks samples from the Manjang gul cave are also determined. The discrepancy of K-Ar ages is found. They are 0.03Ma and 0.42Ma, respectively. This paper describes some problems experienced in dating young volcanic rocks and then discusses chemical composition, X-ray fluorescence analysis and the age of the formation of a lava tunnel such as Manjang gul cave in cheju Island.

• 지구물리
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• 제7권1호
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• pp.41-41
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• 2004

56 samples were analyzed to understand water quality of the natural mineral water of Korea. The geology according to each sample location is grouped into Precambrian metamorphic rocks, Okcheon metamorphic rocks, Jurassic granite, Cretaceous granite, and Jeju volcanic rocks. Average EC and pH values of the water is 150 μS/cm and 7.3, respectively and water type of the water is mainly Ca-Na-HCO3. Fundamentally, there still is no problem for the water quality of the natural mineral water. Nevertheless, nitrate was detected and arsenic and fluoride contents are near the drinking water standards, it is highly necessary to manage the water quality by installment of casing and grouting or by development of another production well.

• 한국지하수토양환경학회지:지하수토양환경
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• 제23권4호
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• pp.16-25
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• 2018

The Quaternary volcanic rocks, clastic sedimentary rocks of Kyongsang System, and carbonate rocks of Joseon and Pyongan System are known as good productive and potential aquifer systems in South Korea. National Groundwater Informaton Mangement and Service System (GIMS) indicates that the exploitable, sustainable, and current use of groundwater are about 18.8, 12.9, and $3.73billion\;m^3/a$, respectively. The rest amount ($9.1billion\;m^3/a$) can still be used for an additional water supply source. Therefore. comprehensive groundwater survey work comprising hydrogeological mapping, subsurface investigation and quantitative aquifer test etc. are highly required to establish rational groundwater management strategy.

• 한국동굴학회:학술대회논문집
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• 한국동굴학회 1994년도 제 6차 국제학술회 ASIA 동굴 SIMPOSIUM
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• pp.108-109
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• 1994

Cheju island is situated at about 90km south of southern most tip of the Korean peninsula. Its shape is an ellips with size of 80$\times$$40km^2$, and it is characterized by a symmetrical form whose peak is Mt. Halla (1950m). Major chemical composition of the rock samples from Manjang gul cave is determined by XRF using the fundamental parameter method consisting of fully auto quantitative analysis, semi quantitative analysis (order estimation) and group quantitative analysis. Judging from chemical composition ($SiO_2=53.07Wt% Fe_2O_3=11.34Wt%, MgO=6.48Wt%, Na_2O=3.07Wt%, K_2O=1.05Wt%$), this rocks may belong to non alkalic basalt. K-Ar ages of two rocks samples from the Manjang gul cave are also determined. The discrepancy of K-Ar ages is found. They are 0.03Ma and 0.42Ma, respectively. This paper describes some problems experienced in dating young volcanic rocks and then discusses chemical composition, X-ray fluorescence analysis and the age of the formation of a lava tunnel such as Manjang gul cave in cheju Island.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.862-869
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• 2005

This study examined 233 cut slopes in Gyeongnam region; evaluated hazards and slope conditions involved in the slope; and determined the priority order for reinforcement. The conclusions are summarized in the following. (1) The slopes that need reinforcement or maintenance are 153, accounting for 65.6% of the entire slopes. Slopes with a length of $0{\sim}200m$ account for 70.9%; slopes with a height of $10{\sim}20m$ account for over 50%. (2) Slopes with slope of more than 1:0.5 account for 70.9% of the entire slopes. The steepness of the slope is owing to more rock slopes than soil slopes. (3) The percentages of rock slopes, soil slopes, complex slopes mixed with rocks and soil, and slopes comprised of igneous rocks are 54.4%, 24.9%, 20.7%, and 54.1%, respectively. (4) In the rock area occurred cave-in, plain failure, wedge failure, and overturning failure, in order. Slopes with volcanic rocks are the most unstable, while sedimentary rocks and metamorphic rocks are relatively stable. (5) When the slope height is over 20m, low grade slopes are more than 80%; leading to the conclusion that the higher the slope height is, the more unstable the slope is.