• Title/Summary/Keyword: Korean granite

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A Study on the Life Cycle Cost Analysis of the See-through a-si Building Integrated Photovoltaic System (투광형 비정질 BIPV 시스템의 LCC 평가에 관한 연구)

  • Lee, Han-Myoung;Oh, Min-Seok;Kim, Hway-Suh
    • Journal of the Korean Solar Energy Society
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    • v.29 no.1
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    • pp.1-10
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    • 2009
  • This study was carried out to evaluate the Life Cycle Cost(LCC) of three types of RTPV(Building Integrated Photovoltaic) systems-Glass plus Granite. Crystalline BIPV and See through Amorphous BIPV-which were vertically installed to generate the same power output(76 kW level). Initial investment costs. cost. savings and maintenance costs had been predicted during the period of analysing the LCC of three types of BIPV(Building Integrated Photovoltaic) systems installed for the purpose of evaluating the LCC. In case of cost savings, it had been analyzed by measuring the amount of electric power generated, reduction in lighting load and heat & cooling loads through simulation. From this analysis, it was predicted that the See-through amorphous BIPV offering cost saving advantages demonstrated the economical efficiency similar to the Class plus Granite when it is backed by more than 20 years of durability.

Type and Origin of The Domestic Leading Feldspar mines: Jecheon and Buyeo mine (국내 대표 장석광산의 성인 및 유형: 제친 및 부여광산)

  • Lee, Han-Yeang
    • Journal of the Korean earth science society
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    • v.29 no.7
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    • pp.640-644
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    • 2008
  • A type and origin of Buyeo and Jecheon mine as the domestic leading feldspar mines are classified by using the petrological characteristics. Jecheon mine is a weathered residual mine formed by the weathering of K-feldspar megacryst bearing porphyritic granite of which forming P-T is 840-5 Kb with the igneous origin of megacryst. On the other hand, Buyeo mine is made by the metasomatic alteration of hydrothermal solution from the biotite granite intrusion. Pure albite as a main ore mineral and garnet and sericite as accessaries are observed in this mine. In addition, the mine is typically characterized by the well recrystallized mineral texture.

Spectral Reflectivity on Geological Materials in Yangsan-Dongrae Fault Area (양산-동래 단층 지역의 암석에 대한 분광학적 연구)

  • 姜必鍾;智光薰
    • Korean Journal of Remote Sensing
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    • v.3 no.1
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    • pp.1-10
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    • 1987
  • The study was performed to recognize the most preferable spectral chennels for discriminating geological materials using the portable radiometer. The portable radiometer covers the visible and short infrared regions from approximately 0.4 to 2.5 microns which are coincided with Landsat TM, and the rock samples used for the study are pyrophylites, andesites, granite, granodiorite and silicified sedimentary rocks which are collected in Yangsan-Dongrae fault area. The analysis of the rock sample provides a preliminary basis for determining the wavelength regions showing diagnostic spectral features and for discriminating hydrothermal altered rocks from the unaltered rocks. The measurement of spectral of spectral reflectance for the rock samples was carried out in the laboratory which environment condition such as temperature, light sources, and humidity are constant. The analysis of the measured data was based on correlation between the reflectance value of the rock samples, and the follow discriptions are output of the study. 1) Pyrophyllite shows absorption at 0.83 $\mu\textrm{m}$ due to the oxidation of pyrite, and absorption at 2.22 $\mu\textrm{m}$ due to OH. 2) The altered rocks have generally higher reflectance than the unaltered rocks. 3) The ratio mesurement of pyrophyllites shows strong absorption at band 5/6 and band 6/4(in Landsat TM 5/7, 7/4). The ratio 1/5(Landsat TM 1/5) may be useful to discriminate andesite from the granite.

Estimation of Uniaxial Compressive Strength and Elastic Modulus from Brazilian Test (Brazilian시험을 이용한 일축압축강도와 탄성계수의 추정(II))

  • Min, Tuk-Ki;Moon, Jong-Kyu;Ro, Jai-Sool
    • Journal of the Korean Geotechnical Society
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    • v.25 no.8
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    • pp.65-76
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    • 2009
  • Little attention has been paid to Brazilian test for the estimation of uniaxial compressive strength and elastic modulus of rocks as an indirect method despite high availability of civil engineering parameters. This paper employed Brazilian test value to estimate two parameters of igneous rocks (granite, andesite, rhyolite) of Korea. High reliability of Brazilian test has been supported by the conclusions drawn from point load test and Schmidt hammer strike values. It has also been found that this method can be applied easily and rapidly to the estimation of uniaxial compressive strength and elastic modulus of rock cores when direct tests are not available.

Engineering Characteristics of Stabilized Bed Sediment (안정처리된 하상토의 공학적 특성)

  • Kim, Jin-Man;Kim, Kyung-Min;Choi, Bong-Hyuck;Kim, Hak-Sam;Han, Sang-Hyun;Lee, Dae-Young
    • Journal of the Korean Geotechnical Society
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    • v.23 no.4
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    • pp.101-112
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    • 2007
  • This paper presents the results of an investigation on the ways of utilizing bed sediment as levee materials by laboratory tests. A series of laboratory tests were performed to asses the improved engineering characteristics of bed sediment using admixture cement and weathered granite soils. In this study, several tests such as the grain size analysis test, direct shear test, permeability test, unconfined compression test were peformed. The results of the analyses indicated that the treated bed sediment with cement and weathered granite soils can have the adaptability to the fill material for levee.

A Study of the Bottom Ash as Environmentally Grouting Materials (Bottom Ash를 이용한 그라우팅재의 환경적 연구)

  • Doh, Young-Gon;Kwon, Hyuk-Doo;Lee, Song
    • Journal of the Korean Geotechnical Society
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    • v.22 no.11
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    • pp.5-11
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    • 2006
  • The purpose of this study was to examine the proper mixing ratio of ordinary portland cement and Bottom Ash to recycle the Bottom Ash, which is an industrial waste. After the evaluation, the compressive strength and durability were assessed using the mixture of completely weathered soil (Hwangto), weathered granite soil, and Bentonite. Then environmental friendliness of this mixed material was examined through heavy metal leaching method. It was found out that proper mixing ratio is 6:4, and that the 6% mixture quantity of completely weathered soil (Hwangto), weathered granite soil, and Bentonite is the most effective for compressive strength and durability It was also found out through heavy metal leaching method that the Bottom Ash could be below the standard of the Clean Water Law.

On the Origin of Anorthosite in the Area of Hadong, Sancheong, Gyeongsang-namdo, Korea (하동일산청지역(河東一山淸地域)의 아노르도사이트의 성인(成因)에 관(關)하여)

  • Son, Chi Moo;Cheong, Ji Gon
    • Economic and Environmental Geology
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    • v.5 no.1
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    • pp.1-20
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    • 1972
  • A large anorthositic mass outcropped as mushroom-like body extending up to 46km which occurs in the Hadong kaoline district of southern Korea. The anorthositic mass is in contact with the metamorphic, plutonic and sedimentary rocks. The metamorphic rocks are of granitic gneiss and banded gneiss, etc; the plutonic rocks are of gabbroic and dioritic rocks, schistose granite, syenite, diorite and granite. The sedimentary rocks include siltstone and pebbly sandstone of Lower Gyeongsang System, Cretaceous in age. The anorthositic mass shows a gradational contact with the metamorphic and sedimentary rocks, and is cut by the plutonic rocks except gabbroic and dioritic rocks. The anorthositic mass is leucocratic in the central portion of the mass, and, in turn, grades to rock phases in which ma/ic minerals are irregularly scattered, then to the well-lineated rock and finally to the banded gneiss. Lineation of the anorthositic mass is accordant with that of the surrounding banded gneiss, and the lineation continues toward the gneiss. In some places, the rock phases in which mafics are scattered is gradational with adjacent sedimentary rocks. The anorthositic mass in contact with gabbroic and dioritic rocks shows spotted features. Various replacement features seen under the microscope and paragenetic sequence of the mineral components in the anorthositic rocks cannot be considered as the origin of magmatic crystallization. From the field and microscopic observations, it is concluded that the anorthositic mass was formed from replacement of the metamorphic rocks and plutonic rocks by the anorthositic magma.

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A Geochemical Study on Relationship between Granites and Metallogenic Provinces in the Yucheon Basin (유천분지내 화강암류와 광상구의 관계에 대한 지화학적 연구)

  • Lee, Jae Yeong;Kim, Sang Wook;Kim, Young Ki;Koh, In Seok;Chang, Tae Woo
    • Economic and Environmental Geology
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    • v.23 no.2
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    • pp.143-159
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    • 1990
  • There is clear difference in content of the major and trace elements between Masan granites of Cu province and Yucheon-Eonyang granites of Pb-Zn province in the Yucheon Basin: the former has low content in K(2.08%), Na(2.42%) and Rb (127ppm), and high content in Ca(3.75%), Mg(1.42%) and Sr(304ppm) whereas the latter has high content in K(3.56-3.60%), Na(3.05-3.06%) and Rb(144-161ppm), and low content in Ca(0.62-0.96), Mg(0.21-0.26%) and Sr(136-157ppm). Ore metals in granites also show slight difference between two areas: Masan granites have slightly higher Cu content(18ppm) than Yucheon-Eonyang granites(13, 14ppm), whereas Yucheon granite(29ppm) has slightly higher Pb content than Masan granites(25ppm). Thus, it may be possible to apply geochemical difference of the granites to distinguish whether a Cretaceous granite mass is related to copper or lead-zinc mineralization, and whether it belongs Cu-province or Pb-Zn province in the Yucheon Basin.

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A Study on Application Test of Cut-slope Revegetation Measures with Organic Soil Amendment Materials (유기질계 토양개량재를 이용한 절토비탈면 녹화공법 적용시험 연구)

  • Jeon, Gi-Seong;Woo, Kyung-Jin
    • Journal of the Korean Society of Environmental Restoration Technology
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    • v.8 no.3
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    • pp.13-20
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    • 2005
  • This study was conducted to suggest the ecological restoration methods of the decomposed granite cut-slope by organic soil amendment materials. Field test carried out for the cut-slope with organic soil amendment materials method and other three revegetation methods in Cheongwon. Test revegetation plants were Festuca arundinacea, Lolium perenne, Dactylis glomerata, Lespedeza cyrtobotrya, and Arundinella hirta. The result of this study can be summarized as follows; 1. The soil hardness, the soil acidity, and the soil humidity of organic soil amendment materials method were at a suitable value for plants growth. And it was better as compared with other three revegetation methods of cutting-rock slopes. 2. The result of toxic substance investigation, all items were at a suitable for standard law. 3. During one year after seeding, most plants germinated and especially Festuca arundinacea and Dactylis glomerata grows well. Seedling numbers were 336.7 per $m^2$(after 6 months), 183.3 per $m^2$(after 10 months), and 353.3 per $m^2$(after 6 months). Ten months later after seeding, plants showed 80% ground coverage. Visual rate, plant height, and growth rate were excellence, Also, high plant growth in spring better than autumn.

Petrographic Characteristics and Deterioration Evaluation of the Rock-carved Seated Buddha at Bugmireugam Hermitage in Daeheungsa Temple of Haenam, Korea (해남 대흥사 북미륵암 마애여래좌상의 암석기재적 특성과 손상도 평가)

  • Cho, Ji Hyun;Lee, Chan Hee
    • Economic and Environmental Geology
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    • v.52 no.6
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    • pp.617-626
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    • 2019
  • In this study, we investigated the petrographic characteristics and physical property of the Rock-carved Seated Buddha at Bugmireugam hermitage of Daeheungsa temple in Haenam. The Buddha Statue was carved on micrographic granite, and the rock was composed of the fine quartz encircled by orthoclase. The results of diagnosis for deterioration evaluation have shown a highly damage rate of black contaminants (8.4%) and crack index (6.6). The ultrasonic velocity have detected SW (slightly weathered) grade of weathering coefficient (mean 0.18). Various weathering factor on the surface of the Buddha Statue was affected by precious shelter, and physical property with ultrasonic was directly influenced by the structural characteristics and fissure of host rock.