• The Korean Journal of Ecology
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• 제17권2호
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• pp.105-112
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• 1994

Structure of grassland communities was investigated, and performance of populations of Themeda triandra var. japonica and Miscanthus sinensis were compared on limestone and granite soils. Forty three and forty taxa occurred on the limestone and granite grasslands, respectively, but their similarity was very low. Shoot height and number of hills per patch, as a measure of performance, of Themeda on the limestone grassland were higherthan those on the granite grassland. In contrast, shoot height and number on hills per patch of Miscanthus were higher on limestone than granite grassland. Evidence shows that poor growth of Micanthus population on the limestone soil was associated with higher content of insoluble divalent cations than soluble ones in shoot tissue.

• 터널과지하공간
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• 제6권3호
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• pp.223-233
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• 1996

Geotechnical Information System (GTIS) for efficient management of three dimensional borehole data has been developed. Geotechnical maps in the vicinity of Bulkwangdong, Seoul station, Itaewon, Han river near Yuido, and Jungrangchon were constructed by Kriging method. In Bulkwangdong and Jungrangchon area where boundary between granite and gneiss is present, gneiss has been more weathered than granite, but in Seoul station and Itaewon area where the boundary is also present, granite has been more weathered than gneiss. It has been inferred that when Seoul granite intruded, the strength of gneiss in Bulkwangdong and Jungrangchon area was lowered by the attitude of foliation plane than in Seoul station and Itaewon area, so the gneiss has been easily fractured and weathered in Bulkwangdong and Jungrangchon area. Geotechnical map in the vicinity of Yuido showed that there is an NW-SE trend weakness zone that might be affected by major faults under Han river and it is expected that the fault zone may be present in construction area of Kyoungbu Highspeed Railway that lies below the Han river like the Subway Line No.5.

• 터널과지하공간
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• 제5권2호
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• pp.144-154
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• 1995

In this paper, we make a study on comparison and evaluation of the seoul granite properties, which are unit weight, uniaxial compressive strength, Brazilian tensile strength and, point load strength. The typical result are as follow- 1. From the measured value of point load strength anisotropy index, the seoul granite is considered to be homogeneous. 2. There is a linear relationship between uniaxial compressive strength and size corrected point load strength index. 3. Brazilian tensile strength and size corrected point load strength index are closely tied together.

• 자원환경지질
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• 제28권4호
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• pp.369-379
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• 1995

About forty ore deposits of $CaF_2{\pm}Au{\pm}Ag{\pm}Cu{\pm}Pb{\pm}Zn$ are widely distributed in the Geumsan district and are believed to be genetically related to the Mesozoic Geumsan granitic rocks. Based on their petrogeochemistry and isotopic dating data, the granitic rocks in this district can be classified into two groups ; the Jurassic granitic rocks(equigranular leucocratic granite, porphyritic biotite granite, porphyritic pink-feldspar granite, seriate leucocratic granite) and the Cretaceous granitic rocks(seriate pink-feldspar granite, equigranular alkali-feldspar granite, equigranular pink-feldspar granite, miarolitic pink-feldspar granite, equigranular biotite granite). Spatial distribution of fluorite ore deposits, fluorine contents of granitic rocks and fracture patterns in this district suggest that three granitic rocks(equigranular biotite granite, equigranular pink-feldspar granite, miarolitic pink-feldspar granite) of the Cretaceous period be genetically related to the fluorite mineralization. In these fluorite-related granitic rocks, fluorine is most highly correlated with Cs(correlation coefficient(r)>0.9), and also highly with MnO, U, Sm, Yb, Lu, Zn, Y, Li(r>0.7). Statistically the variation of fluorine in the fluorite-related granitic rocks can be explained in terros of only three elements, such as Lu, CaO and Cs, and the fluorite-related granitic rocks can be discriminated from the fluorite-nonrelated granitic rocks by a linear functional equation of La, Ce, Cs and F($Z_{Ust}=-1.38341-0.00231F-0.19878Ce+0.38169La+0.54720Cs$). Also, equigranular alkali-feldspar granite is classified into the fluorite-related granitic rocks by means of the linear functional equation($Z_{Ust}$).

• 자원환경지질
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• 제28권2호
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• pp.123-137
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• 1995

The Mesozoic Geumsan granitic rocks of various composition are distributed in the Geumsan district, the central part of the Ogcheon Fold Belt. About 40 ore deposits of $CaF_2{\pm}Au{\pm}Ag{\pm}Cu{\pm}Pb{\pm}Zn$ are widely distributed in this district and are believed to be genetically related to the granitic rocks. Based on their petrography and geochemistry, the granitic rocks in this district can be classified into two groups ; the Group I( equigranular leucocratic granite, porphyritic biotite granite, porphyritic pink-feldspar granite, seriate leucocratic granite) and the Group II(seriate pinkfeldspar granite, equigranular alkali-feldspar granite, equigranular pink-feldspar granite, miarolitic pink-feldspar granite, equigranular biotite granite). Interpreted from their isotopic dating data and geochemical characteristics, the Group I and the Group II are inferred to be emplaced during the Jurassic(~184Ma), and the Cretaceous to the early Tertiary period(~59Ma), respectively. Both Group I and Group II generally belong to magnetite-series granitoids. The Cretaceous granitic rocks of Group II are more highly evolved than those of the Jurassic Group I. The Rb-Sr variation diagram suggests that the granitic rocks of the Jurassic Group I and of the Cretaceous Group II be evolved mainly during the processes of fractional crystallization and partial melting, respectively.

• 한국광물학회지
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• 제7권1호
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• pp.40-48
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• 1994

남산 화강암의 풍화를 물과 광물작용의 흡착작용의 관점에서 연구하였다. 순수한 증류수만으로도 광물-물의 흡착반응이 일어나며, 그 반응속도는 암석/물의 비율에 따라 수초-수 시간이내로 매우 빠르다. 광물과 물이 반응할 때 가장 영향을 미치는 것은 광물의 표면의 결합상태와 물의 수산이온농도이며, 암석/물의 비율은 용액의 수산이온농도를 좌우한다. 광물 입자의 크기는 반응속도에 큰 영향을 미치지만 암석/물의 비율이 약 7g/200 ml 이상이 되면 큰 변화를 보이지 않는다. 풍화를 받지 않은 화강암은 양의 pH edge (최대 pH 10)를 보이며 pH 7.1~7.5으로 하강하는 양상을 보인다. 그러나, 풍화를 받아서 점토 광물이 섞이 화강암은 음의 pH edge (최소 pH 4.8)를 보이며 pH 6을 넘지 않는다. 흡착반응 동안에 겔이 수면 위에 생성된 후 이것은 후에 깁사이트로 변하고, 암석/물의 비율이 높을수록 그리고 pH 변화가 클수록 많이, 그리고 빨리 형성된다.

• 암석학회지
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• 제25권1호
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• pp.29-37
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• 2016

옥천변성대의 금강석회암 내에서 보고된 소위 "화강암 거력"은 장축 길이가 약 70 cm에 달하며 빙하기원의 낙하석으로 제안된 바 있다. 이러한 해석은 옥천대의 진화사를 밝히는데 매우 중요하므로, 우리는 이 "화강암 거력"의 산상을 재검토하고 저어콘을 분리해 SHRIMP U-Pb 연대를 구하였다. 두 개 시료의 6개점 분석 자료로부터 얻은 저어콘의 $^{206}Pb/^{238}U$ 가중평균 연령은 $170{\pm}2Ma$ ($2{\sigma}$, MSWD=2.2)이다. 이 연령은 "화강암 거력"이 쥬라기 화강암의 일부이며, 빙하기원이 아님을 말해준다.

• 한국정밀공학회지
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• 제12권1호
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• pp.87-96
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• 1995

A new fungivle material named Epoxy-Granite composite is applied to the column structure of drilling center in order to investigate the advanced dynamic charateristics comparing with a conventional cast iron material. The dimensions of new column structure are adjusted to keep the same stiffness (EI value) and the manufacturing conditions are formulated based on the preceeding research experience about the development of Epoxy-Granite structural material. The two kinds of experiments are set up, one of which is for the measurement of natural mode and frequency using experimental modal analysis, and the other one is for the measurement of vibration amplitude during idling operation of a machine tool. The comparison of maximum accelerance values at each natural frequency of bending mode shows a Epoxy-Granite column have larger modal damping ratios(over 2times) than a cast iron column. The vibration amplitude of Epoxy-Granite column measrued on the bed, motor base, and top of column are also much smaller (up to 12%) than the case of cast iron column. It is therefore confirmed that a Epoxy-Granite material exhibits a good anti- vibrational propderty even if it is used under the actual operational environments of machine tool as a practical structural element.

• 한국지반공학회논문집
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• 제35권12호
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• pp.15-24
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• 2019

국내 다수의 지역에 분포하는 화강 풍화대 지반은 지반구조물의 주요 지지층으로 활용되고 있으므로 화강 풍화대의 지반특성을 평가하는 것은 중요하다. 풍화대 지반은 실내시험을 위한 불교란 시료를 채취하는 것이 어렵기 때문에 일반적으로 표준관입시험(SPT: Standard penetration test)을 통해 지반특성을 평가하고 있다. 프레셔미터시험(PMT: Pressuremeter test)은 풍화대 지반의 응력 - 변형률 거동을 신뢰도 높게 평가하는 대표적인 현장시험이지만 소요 시간과 비용의 제약으로 제한적인 시험만을 수행하고 있다. 본 연구에서는 화강 풍화대에서 수행된 SPT-N₆₀ 값과 PMT 결과의 상관성 분석을 수행하였으며, N₆₀ - E_m(E_m: Pressuremeter modulus)과 N₆₀ - P_L(P_L: Limit pressure) 관계식을 제안하였고 선행 연구 결과와 비교 분석하였다.

• 암석학회지
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• 제3권2호
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• pp.109-127
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• 1994

We report field relationship, petrography and major and trace element chemistry for the central part of the Seoul granitic bathlith of Jurassic age occurring in the Kyonggi massif. The batholith consists mainly of biotite granite (BG) and garnet biotite granite (GBG) with minor tonalite-quartz diorite and biotite granodiorite with or without hornblende. The mode data, along with the those reported by Hong (1984) for the biotite granite (south-BG) in the southern part of the batholith, indicate that the many of BGs and majority of GBG and south-BG are leucocratic. Major element data indicate that these predominant rocks of the batholith are peraluminous. Variation trends in Harker diagrams for the major and trace elements suggest that the BG and GBG are not related by a simple crystal fractionation process. The same is true between the central (BG and GBG) and the southern (south-BG) parts of the batholith, suggesting that the central and southern parts of the Seoul batholith may consist of three separate intrusions. Tectonic discriminations using major and trace element data and the age of emplacement suggest that the batholith represents Jurassic plutonism related to an orogeny, perhaps to a subduction-related continental magmatic arc.