• 보존과학회지
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• 제5권1호
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• pp.41-68
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• 1996

Stone-cultural-properties, distributed In the area, have been investigated and studied on the characteristics and the rock phases in the geological and conservational point of view. Stone-Buddhas in the area can be subdivided into Maebul-, General -, and Massive rock-types according to their styles. The rocks used in these stone-cultural-properties are mainly massive, coarse grained biotite granite of the Jurassic age, which is widely distributed around the Reckon-gun area. However, quartz-feldspathic banded gneiss, marble, phyllite and hornblendite are also used. These rocks are mainly distributed in the Yongin-gun area. This suggests that the rocks used. These rocks are strongly influenced by chemical weathering so that the rock surface is very irregular with $2\~3mm$ relief. Biotite granite used shows generally weathered surface of brown color due to chemical weathering of feldspars. Moss are pervasive partly on the surface to show black and/or green colors. The strong weathering may induce secondarily to appear the igneous lineation, onion-structure, and/or minor cracks latent in the rocks. The cultural properties In the area are relatively well conserved except Maebuls and one(Duchangri 3-story) pagoda. However, one stone-buddha may be grinded recently by machine to take off the weathered surface resulting in the loss of its age and the original detailed shape. For conservation, they must be scientifically considered on the shape, kind of the rock phase and characteristics of the weathered phenomena.

• 자원환경지질
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• 제23권2호
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• pp.245-259
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• 1990

Petrochemical analyses of granitic rocks including trace element, REE and oxygen isotope were carried out to understand petrogenesis of plutonic rocks from the Chungju, Wolaksan and Jecheon granite batholiths, which might be related with tungsten-base metal-fluorite mineralization in the Hwanggangri metallogenic province. Different geochemical characteristics such as major and trace elements were found between Jurassic Daebo granitic rocks (Chungju, Jecheon, Wonju, and Boeun granitic rocks) and Cretaceous Bulgugsa granitic rocks (Wolaksan, Muamsa and Sokrisan granitic rocks). Cretaceous granitoids are characterized by high $SiO_2$and $K_2O$ contents and low $TiO_2$, $Al_2O_3$, MgO and CaO contents. They also have relatively high contents of trace elements(Zn, V, Co, Cr, Sr, and Ba) in comparison with the Jurassic granitoids. (Eu)/($Eu^*$) and $(La/Lu)_{CN}$ ratios of Jurassic plutons vary from 0.78 to 1.13 and from 26.02 to 30.5, respectively, while the ratios of Cretaceous ones range from 0.22 to 0.28 and from 4.42 to 14.2, respectively. The REE patterns of the Cretaceous and Jurassic granitic rocks have quite different Eu anomalies: large negative Eu anomaly in the former, and mild or absent Eu anomaly in the latter. The large Eu negative of Cretaceous granitic rocks are interpreted as a differentiated product of fractional crystallization of granitic magma deduced by Rayleigh fractionation model(Tsusue et al., 1987). Oxygen isotopic compositions of quartz for Daebo and Bulgugsa granitic rocks range from 9.98 to 10.51‰ and from 8.26 to 9.56‰, respectively. The Daebo granitic rocks enriched in $^{18}0$ suggest that the magma be undergone different partial melting processes from the Bulgugsa ones. Of the Bulgugsa granitoids, Wolaksan and Sokrisan mass have different contents of trace elements and ${\delta}\;^{18}0$ values of the silicate minerals, which indicate that they are not from the identical source of magma. Many mineral deposits are distributed in and/or near the Wolaksan and Muamsa granitic rocks, but a few mineral deposits are found in and near the Chungju and Jecheon granite batholiths. It might be depend on geochemisty of the related igneous rocks which have low contents of Ba, Sr, Co, V, Cr, Ni, Zn and high contents of Nb and Y, and on lithology of country rocks such as cabonate and noncarbonate rocks.

• 화약ㆍ발파
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• 제19권3호
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• pp.91-104
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• 2001

As in Korean environments with mountainous and hilly areas, the rock generally has to be removed in construction or civil engineering work in tunnelling or excavation for development in urban area. Explosives should be used for blasting, which may cause serious problems on local people for their claim for compensation due to ground vibration, noise. For safe and economic blasting, geology and engineering characteristics of rocks such as discontinuities of rock or weathering are very important factors, together with site characteristics for prediction of ground vibration. In this study, conducted were the detailed study for major rocks most widely distributed in the South-east area, in-situ geological survey, geological and geochemical analysis, and further laboratory uniaxial rock stress, seismic velocity of core samples together with in-situ seismic velocity measurements. Regulations on ground vibration and noise were reviewed for assessing their adaptabilities, and a total of 4,856 measured blasting vibration data were examined for enhancing the confidence level in estimating the predictive formulation using scaled distance statistically.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.163-170
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• 2005

In this paper, the rock bolts, soil nails with filling grout and the micro-piling with injecting grout by pressure were applied for the stabilization of the cut slopes consisting of sedimentary rocks, igneous rocks and metamorphic rocks respectively. The field measurements and 3-D FEM analyses to find out mobilized tensile stresses of the grouted-reinforcing members installed in the drilled holes were executed on each site. With assuming the increments of the cohesive strength in the improved ground, the back analysis using direct calibration approach of changing the elastic modulus of the ground was used to find out the improved elastic modulus which yields the same tensile stresses from field measurements. The results of back analysis show that the elastic modulus of the improved ground were 4 to 6 times as large as the elastic modulus of original ground. Consequently, the design for slope reinforcement to be more rational, it is proposed that not only the improved cohesive strength is to be used in the incremental ranges on well-known previous proposed data, but also the increased elastic modulus which is about 5 times as large as the original elastic modulus is to be considered in design.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.9-16
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• 2005

The purpose of this study is to investigate the settlement characteristics of large drilled shafts embedded into bed rocks. To perform this research, 35 pile load test results for the large drilled shafts are used, because these deep foundations generally used as substructure systems for grand bridges. In case of the yield load can not be easily determined by load(P)-settlement(S) curve from the pile load test at the maximum loads, the standard settlements which can determine a yield load is established. The residual settlement equation of pile embedded in gneiss and igneous rocks is presented in this study. Also a equation is proposed to characterize the relationship between loads and elastic settlements in pile load tests on the large drilled shaft embedded into bedrock. Then, large drilled shaft's settlement characteristics are examined on pile length, pile diameter and pile's socked depth into rock at the pile tip.

• 화약ㆍ발파
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• 제18권3호
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• pp.99-106
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• 2000

The geology of Nogsan industrial estate area, Pusan, Korea consists mainly of andesitic rocks, rhyolitic rocks and hornblende granite. They are then intruded by basic and acidic dikes. All of the igneous activities in this area are in Cretaceous time, that is the lower part of Silla group in Gyoungsang basin. Andesitic volcanic rocks are distributed in two separate basines: Saengok basin and Doodong basin. Although both basines contain andesite and andesitic breccia(Kab), younger andesitic activity was more active to the western Doodong basin giving very little influence on the eastern Saengok basin. Sediments in the area are quarternaly alluvium and colluvium. Alluvium is very thick and consists mainly of silt and clay deposited as delta deposits at the mouth of Nakdong river. Colluvium in the area is short distributary channel deposits. The area is largely filled with socks and sediments to build industrial estates especially on the delta deposits at Shinhodong area and on the shoreline mud bed between Yongwondong and Shinhodong. A careful investigation to avoid the possibility of a large scale mud flow is suggested because it could be trigered by many reason such as an earthquake or a flood on the land where a heavily loaded salt-water may soaked into the muddy bed lying on the granitic basement gently dipping toward the ocean. Althouth the area is in the Yangsan fault zone no ground evidence of fault can be seen despite the RESTEC sattlite image gives excelent traces of linearments in the area.

• 한국소프트웨어감정평가학회 논문지
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• 제15권1호
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• pp.63-70
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• 2019

최근 딥 러닝(Deep leaning)을 이용한 이미지 인식 분야의 연구가 활발히 진행되고 있다. 본 연구에서는 육안으로 관찰하여 분류하기 어려운 암석을 이미지만으로 분류하기 위해 딥 러닝 오픈 소스 프레임워크인 Tensorflow 기반의 CNN모델을 사용하여 고등학교 교육과정에서 다루는 암석 18종(화성암 6종, 변성암 6종, 퇴적암 6종)의 이미지를 통해 암석을 분류하는 시스템을 제안한다. 암석의 이미지를 학습시켜 암석을 구별하는 분류기를 개발하여 분류 성능을 확인하였으며 최종적으로 구현한 모바일 어플리케이션을 통해 교실 내 학습 또는 현장체험학습 등에서 학생들의 학습 보조도구로서 사용할 수 있다.

• 자원환경지질
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• 제40권6호
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• pp.761-769
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• 2007

경기도, 강원도, 충청도 일대에서 화성암, 변성암, 퇴적암의 총 712개의 암석을 채취하여 열물성을 측정하였다. 측정 결과로 화성암의 평균 열전도도는 3.58W/m-K, 변성암은 4.16W/m-K, 퇴적암은 4.53W/m-K이다. 우리나라의 경우 화강암과 편마암이 주를 이루고 있는데 이에 대한 열물성 값을 보면 화강암의 열전도도는 2.13-5.87W/m-K의 범위를 가지며, 평균 열전도도는 3.57W/m-K, 편마암은 2.26-6.67W/m-K의 범위를 가지며, 평균 열전도도는 3.945W/m-K이다. 화강암의 평균 열확산율은 $1.43mm^2/sec$, 비열은 0.914J/gK, 편마암의 평균 열확산율은 $1.55mm^2/sec$, 비열은 0.912J/gK로 나타났다. 일반적으로 같은 암석의 열전도도 값의 범위가 큰 이유는 암석의 구성광물, 이방성 등에 영향을 받기 때문이다.

• 한국지구과학회지
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• 제43권3호
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• pp.464-479
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• 2022

본 연구에서는 군산시 옥서면, 산북동, 비응도와 야미도, 신시도, 선유도 일대를 중심으로 야외지질학습을 위한 적절한 지질명소를 탐색하고 교육적 활용 방안을 논의하였다. 이를 위하여 2015 개정 교육과정의 지질 학습요소를 분석하고 연구 지역에 관한 선행 연구를 바탕으로 현장 답사를 통해 7곳의 지질명소를 선정하였다. 이 일대는 중생대 쥐라기부터 백악기 무렵 한반도 화성 활동의 결과로 형성된 화성암류와 백악기 퇴적암류, 공룡 발자국 및 식물 화석, 연흔, 습곡 등 한반도 중생대 지질을 이해하는데 교육적 가치를 지니고 있다. 지질명소의 학습요소를 교육과정과 비교한 결과, 초등학교 고학년 수준에서 고등학교 수준의 학습요소를 내포하고 있으며 특히 고등학교에서 다루어지는 학습요소를 두루 갖추고 있었다. 이에 따라 군산시 일대 지질명소와 각 장소에서 이루어질 수 있는 교육 활동을 제안하였다.

• 암석학회지
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• 제12권1호
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• pp.32-52
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• 2003

경상분지 내 유천소분지의 동남단에 위치하는 부산 백양산 일대에 분포하는 백악기 화산암류는 안산암질암류를 하위에 두고서 그 상부에 유문암질 화성쇄설암류가 놓이며, 이들은 화강반암, 규장암, 흑운모화강암에 의해 관입되어 있는 화산-심성암체이다. 이 지역 화산암류의 SiO$_2$ 함량은 52.4∼75.4 wt.%로, 대부분 medium-K 또는 high-K의 안산암에서 유문암에 이르는 암형을 보인다. SiO$_2$ 함량이 증가함에 따라 TiO$_2$, CaO, Fe$_2$O$_3$$^{t}$ , MnO, MgO 등의 함량은 점진적으로 감소하며, $K_2$O의 함량은 증가하고, $Na_2$O는 다소 분산되나 미약하나마 증가하는 경향을 나타낸다. 미량원소와 희토류원소의 패턴, 조구조 판별도는 본 역의 화산암류가 해양판의 섭입과 관련되어 형성된 칼크-알칼리 계열의 화성암류임을 시사해 주며, 공간적으로 대륙연변부를 통과한 대륙(화산)호에 속함을 보여준다 본 역의 현무암질 안산암 마그마는 섭입과 관련하여 상부 맨틀의 맨틀 웨지로부터 생성된 현무암질 초생 마그마로부터 분별정출작용에 의해 만들어졌을 가능성이 크다. 또한 지화학적으로 현무암질 안산암과 안산암류에서 유문암질암류(화강반암)으로 갈수록 불호정 원소의 증가, 호정성 원소의 감소, 희토류 원소 패턴에서 보이는 Eu의 부(-) 이상 증가 등은 본 역의 유문암질(화강암질) 마그마가 안산암질 마그마로부터 분별정출작용에 의해 진화되었을 가능성이 크다는 것을 시사해 준다. 즉, 본 역을 이루는 암석들을 형성한 근원마그마의 기원은 동일하며. 주로 사장석, 휘석, 그리고 각섬석의 분별결정작용을 통하여 현무암질 안산암 안산암 유문암질암류(화강암질암류)로 분화되었다.