• Title/Summary/Keyword: Korean granite

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Petrology and Geochemistry of the Cretaceous Palgongsan Granite, Southern Korea (백악기(白堊紀) 팔공산(八公山) 화강암(花崗岩)의 암석학적(岩石學的) 및 지구화학적(地球化學的) 연구(硏究))

  • Hong, Young Kook
    • Economic and Environmental Geology
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    • v.16 no.2
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    • pp.83-109
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    • 1983
  • The Cretaceous Palgongsan granite is a typical, calc-alkaline, subsolvus monzogranite and shows characteristics of "I-type" granite by mineralogy and chemical composition. Many of the major and trace element characteristics of the Palgongsan granite are consistent with a relationship by fractional crystallisation to form a chemically zoned pattern. The granite show light REE enrichment with (Ce/Yb)N ratios of 5.78-9.50. All the REE patterns show Eu negative anomalies which become larger from the margin ($Eu/Eu^*=0.75$) to the core ($Eu/Eu^*=0.24$) of the pluton, mainly due to feldspar fractionation. Mineral geochemistry (alkali-feldspar, plagioclase & biotite) studies also show the zonal structure of the Palgongsan granite. The two-feldspar geothermometer shows that the temperature difference between the margin and the core part of the pluton is about $200^{\circ}C$ at various assumed pressures.

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Characteristics of Creep Deformation Behavior of Granite under Uniaxial Compression (단축압축하중을 받는 대전 화강암의 크립 변형거동 특성에 관한 연구)

  • 홍지수;전석원
    • Tunnel and Underground Space
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    • v.14 no.1
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    • pp.69-77
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    • 2004
  • Investigation of the time-dependent behavior of rock and the associated mechanisms are of key interest in long-term stability analysis of many engineering applications. In this study, creep tests were performed on Daejeon granite samples of 25.4mm diameter under uniaxial compression at varying stress levels. The effect of moisture was investigated by testing both air-dried and fully water-saturated samples. The creep behavior of Daejeon granite exhibited three distinctive stages of primary, secondary and tertiary creep. The ultimate strength of granite under a constant stress decreased considerably with time. Saturation and immersion of the test specimen in water markedly increased the total creep strain as well as the secondary creep rate. The experimental creep curves are fitted to Burger's model as well as two other empirical models suggested by previous researchers. A number of the parameters determined for each model are dependent on stress and influenced by the presence of water. Based on the experimental results, an empirical relation between the applied stress and the time-dependent strain is established separately for each air-dried and fully water-saturated Daejeon granite.

Incompatible Element Characteristics of Ginsengs Growing by Different Soils of the Keumsan (금산지역 토양별 인삼내 비호정성 원소 특성)

  • Song, Suck-Hwan;Min, Ell-Sik
    • Journal of Ginseng Research
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    • v.28 no.1
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    • pp.52-59
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    • 2004
  • The ginsengs showing different ages(1, 2 and 3 years) are collected from the granite, phyllite and shale area. Keumsan and are analysed for the incompatible elements with the soils. In the soils, granite areas are high in the most of element and shale areas show high correlations among the element pairs. In the comparisons for differences of ginseng ages within the same area, granite and phyllite areas are high in the 2 year ginsengs while the shale ares are high in the 3 year ginsengs in the most of the elements. Positive correlations are dominant regardless area differences and high correlations are shown in the 3 year ginsengs, indicating the absorptions of the eligible element content with increasing ages. In the comparisons of area for the ginsengs of the same age, Rb, Cs and Ga, in the case of the granite area, are low in the 2 year ginsengs while most of elements are low in the 3 year ginsengs. High element contents are shown in the shale area, which are compared with granite and phyllite areas, indicating differences of dominant minerals. In the comparisons of the parts, upper parts are mainly high. High correlations are shown in the 3 year ginsengs, suggesting the similarities of absorption degrees within root as well as upper parts with the age. In the comparisons between soils and ginsengs, elements except Ba and Sr, are mainly high in the soils.

Geochemical Study on the Naturally Originating Fluorine Distributed in the Area of Yongyudo and Sammokdo, Incheon (인천 용유도와 삼목도 지역 내 분포하는 자연기원 불소에 대한 지구화학적 연구)

  • Lee, Jong-Hwan;Jeong, Jong-Ok;Kim, Kun-Ki;Lee, Sang-Woo;Kim, Soon-Oh
    • Economic and Environmental Geology
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    • v.52 no.4
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    • pp.275-290
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    • 2019
  • Geochemical study was conducted to elucidate the origin of fluorine (F) distributed in the rocks within the four areas of Yongyudo and Sammokdo, Incheon, which have been used as the source area of land reclamation for the $3^{rd}$ and $4^{th}$ stage construction sites of the Incheon International Airport. The main geology of the study area is Triassic biotite granite. Fluorine is contained at high levels in biotite granite, mylonite, and dykes (andesite and, basaltic-andesite). Furthermore, the higher concentrations of fluorine in the biotite granite can be contributed to fluorite. The results of microscopic analyses reveal that the fluorite was mostly observed as small vienlets together with quartz. This features support that fluorite was naturally formed due to the secondary process of hydrothermal fluids. In addition, fluorine was investigated to be highly enriched in a large amount of mica within the veins. In the case of mylonite, a high levels of fluorine was contributed to a large amount of sericite. The sericites contained in the mylointe, differently to those of the biotite granite, filled the micro-fractures of quartz formed as a result of mylonitization and included small cataclastic quartz grains. This indicates that fluorine was naturally enriched due to the alteration of hydrothermal fluids filling fractured zones formed by mylonitization. Consequently, the results of petrological and mineralogical study confirm that the fluorine distributed in the rocks within the Yongyudo and Sammokdo originated naturally.

Analysis of Joint Characteristics and Rock Mass Classification using Deep Borehole and Geophysical Logging (심부 시추공 회수코어와 물리검층 자료를 활용한 절리 및 암반등급 평가)

  • Dae-Sung Cheon;Seungbeom Choi;Won-Kyong Song;Seong Kon Lee
    • Tunnel and Underground Space
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    • v.34 no.4
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    • pp.330-354
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    • 2024
  • In site characterization of high-level radioactive waste, discontinuity(joint) distribution and rock mass classification, which are key evaluation parameters in the rock engineering field, were evaluated using deep boreholes in the Wonju granite and Chuncheon granite, which belong to Mesozoic Jurassic era. To evaluate joint distribution characteristics, fracture zones and joint surfaces extracted from ATV data were used, and major joint sets were evaluated along with joint frequency according to depth, dip direction, and dip. Both the Wonju and Chuncheon granites that were studied showed a tendency for the frequency of joints to increase linearly with depth, and joints with high angles were relatively widely distributed. In addition, relatively large amounts of weathering tended to occur even in deep depth due to groundwater inflow through high-angle joints. RQD values remained consistently low even at considerable depth. Meanwhile, joint groups with low angles showed different joint characteristics from joint sets with high angles. Rock mass classification was performed based on RMR system, and along with rock mass classification for 50 m intervals where uniaxial compressive strength was performed, continuous rock mass classification according to depth was performed using velocity log data and geostatistical techniques. The Wonju granite exhibited a superior rock mass class compared to the Chuncheon granite. In the 50 m interval and continuous rock mass classification, the shallow part of the Wonju granite showed a higher class than the deep part, and the deep part of the Chuncheon granite showed a higher class than the shallow part.

A Study on the Reinforcement Effects of Decomposed Granite Soils according to the Spacing Intensity of Non-woven Geotextile (부직포 배치간격에 따른 화강풍화토의 보강효과에 관한 연구)

  • Cho, Yong-Sung;Lee, Myung-Ho;Kim, Kyeong-Shin
    • Journal of the Korean Geosynthetics Society
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    • v.7 no.1
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    • pp.1-6
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    • 2008
  • In this study, the deformation and strength characteristics for non-woven geotextile-reinforced decomposed granite soil on the triaxial compression test under the same condition as the underground. The specimen of reinforced earth was made of the decomposed granite soil imbedded horizontal in a given space with non-woven geotextile. Four different type of specimen was used in this experimental programme; UR for unreinforced, R-1 for a single non-woven geotextile sheet, R-2 for two sheets, and R-3 for three sheets. According to the testing results, it was found that the strength of the reinforced soil increased when the non-woven geotextile sheets were more used. These results would be applied to the design of reinforced earth structure through the theoretical interpretation method.

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Estimation of saturated hydraulic conductivity of Korean weathered granite soils using a regression analysis

  • Yoon, Seok;Lee, Seung-Rae;Kim, Yun-Tae;Go, Gyu-Hyun
    • Geomechanics and Engineering
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    • v.9 no.1
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    • pp.101-113
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    • 2015
  • Saturated soil hydraulic conductivity is a very important soil parameter in numerous practical engineering applications, especially rainfall infiltration and slope stability problems. This parameter is difficult to measure since it is very highly sensitive to various soil conditions. There have been many analytical and empirical formulas to predict saturated soil hydraulic conductivity based on experimental data. However, there have been few studies to investigate in-situ hydraulic conductivity of weathered granite soils, which constitute the majority of soil slopes in Korea. This paper introduces an estimation method to derive saturated hydraulic conductivity of Korean weathered granite soils using in-situ experimental data which were obtained from a variety of slope areas of South Korea. A robust regression analysis was performed using different physical soil properties and an empirical solution with an $R^2$ value of 0.9193 was suggested. Besides that this research validated the proposed model by conducting in-situ saturated soil hydraulic conductivity tests in two slope areas.

Gravity Survey Around the Palgongsan Granitic Body and Its Vicinity (팔공산화강암체와 그 인근지역에서의 중력탐사 연구)

  • Hwang, Jong-Sun;Min, Kyung-Duck;Choi, Chul;Yu, Sang-Hoon
    • Economic and Environmental Geology
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    • v.36 no.4
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    • pp.305-312
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    • 2003
  • This study was performed to delineate the subsurface geology, geologic structure, and distribution pattern of the Palgongsan granitic body, and to reveal the relationship between the Kyeongsang basin and Yongnam massif by gravity survey. The study area is located between the latitude of 35$^{\circ}$45'-36$^{\circ}$21'N and longitude of 128$^{\circ}$15'-129$^{\circ}$00'E. Total of 966 gravity data measured by Seoul National University, KlGAM(Korea Institute of Geology, Mining & Materials), Pusan National University and Yonsei University were used. The Bouguer gravity anomaly in the study area ranges from -12.88 to 26.01 mgal with a mean value of 11.27 mgal. A very low anomaly zone is located in the Yongnam massif in west of the study area. The anomaly value increases going from west to east. A low anomaly distribution in Palgongsan granite and Yongnam massif is interpreted as the effect of their lower density than that of Kyeongsang Super Group. Power spectrum analysis is applied to evaluate the average depth of basement the Kyeongsang Basin and Conrad discontinuity from gravity anomaly. The average depths of density discontinuities are calculated 10.45 km and 4.9 km, and these are interpreted as Conrad discontinuity and depth of basement of the Kyeongsang Basin, respectively. The depth of Palgongsan granite is derived by means of 2-dimensional modeling and it decreases gradually toward the east. The gravity anomaly east of the study area decreases abruptly due to Shingryeong fault and Nogosan ring fault. Two deepest and sharp roots of Palgongsan granite are recognized by 2-dimensional modeling of each profiles. The depths of those roots are 5.3 km on a profile AA' and 7 km on a profile BB' which is the maximum depth of Palgongsan granite. Small granitic bodies are also seen to be intruded around the Palgongsan granite. The root of Palgongsan granite is shown by 3-dimensional analysis based on the interpolation of 2-dimensional modeling along each profiles to exist in the southwest vicinity of Palgongsan granite. The total volume of Palgongsan granite is approximately 31.211 $Km^3$.

Cesium Sorption to Granite in An Anoxic Environment (무산소 환경에서의 화강암에 대한 세슘 수착 특성 연구)

  • Cho, Subin;Kwon, Kideok D.;Hyun, Sung Pil
    • Korean Journal of Mineralogy and Petrology
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    • v.35 no.2
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    • pp.101-109
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    • 2022
  • The mobility and transport of radioactive cesium are crucial factors to consider for the safety assessment of high-level radioactive waste disposal sites in granite. The retardation of radionuclides in the fractured crystalline rock is mainly controlled by the hydrochemical condition of groundwater and surface reactions with minerals present in the fractures. This paper reports the experimental results of cesium sorption to the Wonju Granite, a typical Mesozoic granite in Korea, performed in an anaerobic chamber that mimics the anoxic environment of a deep disposal site. We measured the rates and amounts of cesium (133Cs) removed by crushed granite samples in different electrolyte (NaCl, KCl, and CaCl2) solutions and a synthetic groundwater solution, with variations in the initial cesium concentration (10-5, 5×10-6, 10-6, 5×10-7 M). The cesium sorption kinetic and isotherm data were successfully simulated by the pseudo-second-order kinetic model (r2= 0.99) and the Freundlich isotherm model (r2= 0.99), respectively. The sorption distribution coefficient of granite increased almost linearly with increasing biotite content in granite samples, indicating that biotite is an effective cesium scavenger. The cesium removal was minimal in KCl solution compared to that in NaCl or CaCl2 solution, regardless of the ionic strength and initial cesium concentration that we examined, showing that K+ is the most competitive ion against cesium in sorption to granite. Because it is the main source mineral of K+ in fracture fluids, biotite may also hinder the sorption of cesium, which warrants further research.

Comparative Study on the Runoff Process of Granite Drainage Basins in Korea and Mongolia

  • Yukiya, Tanaka;Yukoinori, Matsukura
    • The Korean Journal of Quaternary Research
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    • v.18 no.2 s.23
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    • pp.67-73
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    • 2004
  • Dissected erosional surfaces are widely distributed in the western part of Korea (e.g. Icheon, Chungju, Jecheon, Seosan). The deposits with thickness of less than 2m occur on the smooth bedrock surface are composed of poorly sorted subangular gravels with less than 20cm diameter. However, only weathered mantle of granites without the gravel layer are observed at some outcrops. The results of grain size analysis of deposits of Icheon district revealed that the characteristic of the gain size distribution is very similar with the results of sheetflood deposits presented by Blair (1999) in the Death Valley. Loess layer with buried soil layers of MIS7 covers the sheetflood deposits. The loess layer implies that the sheetflood deposits occurred before MIS7 based on the typical Loess sequences presented by Naruse et al.(2003). On the other hand, the climate of Korean Peninsula in MIS2 was very dry and cold (Yoon and Hwnag, 2003) by pollen analysis. This is because Yellow Sea was completely emerged during the MIS2(e.g. Sau\ito, 1998). So, it is thought that the climate in Korean Peninsula of not only MIS2 but also other glacial ages such as MIS8 was similar with present Mongolian climates. Tanaka et al.(2005) pointed out that Hortonian overlandflow occurs in grass vegetated granite basin in Mongolia. Therefore, dissected piedmont gentle slopes in the western Korea were possibly formed by sheetflood erosion during probably MIS8 as pediment widely distributed in Mongolia.

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