• Title/Summary/Keyword: Korean granite

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Cosmogenic Nuclides Dating of the Earth Surface: Focusing on Korean Cases (우주선유발 동위원소를 이용한 지표면의 연대측정: 국내 사례를 중심으로)

  • Seong, Yeong Bae;Yu, Byung Yong
    • The Journal of the Petrological Society of Korea
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    • v.23 no.3
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    • pp.261-272
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    • 2014
  • Over the last three decades, advances in AMS (Accelerator Mass Spectrometry) and Noble Gas Mass Spectrometer make various application of terrestrial cosmogenic nuclides (CNs) to wide range of earth surface sciences possible. Dating techniques can be divided into three sub-approaches: simple surface exposure dating, depth-profile dating, and burial dating, depending on the condition of targeted surfaces. In terms of Korean landscape view, CNs dating can be applied to fluvial and marine terrace, alluvial fan, tectonic landform (fault scarp and faulted surfaces), debris landforms such as rock fall, talus, block field and stream, lacustrine and marine wave-cut platform, cave deposits, Pliocene basin fill and archaeological sites. In addition, in terms of lithology, the previous limit to quartz-rich rocks such as granite and gneiss can be expanded to volcanic and carbonate rocks with the help of recent advances in CNs analysis in those rocks.

Unconfined Compressive Strength Characteristics of E.S.B. Mixed Soil Based on Soil Compactness and Curing Period (토양의 다짐도와 재령기간에 따른 E.S.B. 혼합토의 일축압축강도특성)

  • Oh, Sewook;Kim, Hongseok;Bang, Seongtaek
    • Journal of the Korean GEO-environmental Society
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    • v.20 no.5
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    • pp.47-55
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    • 2019
  • This study aims to provide basic data for soil packaging differing in accordance with the strength characteristics of mixed soil, using E.S.B. (Eco Soil Binder), an eco-friendly hardening agent, based on the type of soil. The soil used in this study is weathered granite soil readily collected in and around Korea, and is classified into SW, SP and SC according to soil classification systems. The test piece for the unconfined compressive strength test has dimensions of 50 mm in diameter and 100 mm in height, with the mix ratio of E.S.B. proportional to the weight of mixed soil changed from 5% to 10%, 15%, 20%, 25%, and 30%, where compactness of 90% and 100% were applied according to each condition to analyze the unconfined compressive strength characteristics at material ages of 3, 7, and 28 days. Also, the ratio of soil packaging standard strength and unconfined compressive strength was calculated to determine the optimal E.S.B. mix ratio, whereby the field applicability of the unconfined compressive strength using the estimation equation of ACI209R was evaluated.

Drying Characteristics of Soil by Microwave (Microwave에 의한 흙의 건조 특성 고찰)

  • Cho, Doohwan;Oh, Myounghak;Park, Junboum
    • Journal of the Korean GEO-environmental Society
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    • v.12 no.5
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    • pp.5-12
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    • 2011
  • Water content is one of the significant engineering properties of soil for predicting the behavior of soil matrix. Conventional drying oven can be widely used to obtain the values by drying the soil specimens for 16 to 24 hours at $105^{\circ}C$. Although a number of experimental data has been accumulated for the conventional method of drying soil for water contents, shortcomings of the method are still hard to overcome such as long drying time for in situ use and the difficulty of taking prompt actions against emergency cases. Recently, ASTM and JGS have established microwave oven drying techniques for obtaining water contents to cope with those problems. And the reliability evaluation study has been also performed on the microwave oven drying for water contents. Feasibility study of the microwave oven drying was performed to confirm the process of the technique with Jumunjin sand, kaolinite, bentonite, weathered granite soil, and organic soil. Investigation was also conducted on the factors affecting and enhancing the reliability of the technique.

A Study on Cover Material of Waste Landfill with Engineered Stone Sludge (폐기물 매립지의 복토재로 엔지니어드스톤 슬러지의 활용에 관한 연구)

  • Kim, Youngtae;Ahn, Kwangkuk;Kang, Hongsig
    • Journal of the Korean GEO-environmental Society
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    • v.23 no.7
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    • pp.5-10
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    • 2022
  • The industrial waste is becoming a big problem in the aspect of spatial and environmental in domestic and international. Therefore, the waste reduction and recycling policy has been being implemented as a way to solve this problem. The engineered stone sludge, which is waste, is generated duing the engineered stone production process. since engineered stone sludge is mostly treated by landfill, an increase in the amount of the sludge leads to an increase in landfill sites and treatment costs. therefore, there is a need for a method of resourcization with engineered stone sludge. So, laboratory tests (Plastic and liquid limits, compaction, unconfined compression and permeability test) were conducted to confirm the possibility of using engineered stone sludge mixed with weathered granite soil as a cover material for landfill in this study. The result shows that the mixed soil material with less that 62.5% of engineered stone sludge can be used as a cover material for landfill.

Experimental and Numerical Study on the Dynamic Fracture Processes of PMMA Block by NRC Vapor Pressure Fracture Agent (NRC 증기압 암석 파쇄제에 의한 PMMA 블록의 동적 파괴 과정에 관한 실험 및 수치해석적 연구)

  • Gyeongjo Min
    • Journal of Korean Society of Disaster and Security
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    • v.16 no.1
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    • pp.91-103
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    • 2023
  • This study aims to investigate the dynamic fracture characteristics of rocks and rock-like materials subjected to the Nonex Rock Cracker (NRC), a vapor pressure crushing agent that produces vapor pressure by instantaneously vaporizing a liquid mixture crystallized through the thermite reaction. Furthermore, the study seeks to develop an analytical technique for predicting the fracture pattern. A dynamic fracture test was performed on a PMMA block, an artificial brittle material, using the NRC. High-speed cameras and dynamic pressure gauges were employed to capture the moment of vapor pressure generation and measure the vapor pressure-time history, respectively. The 2-dimensional Dynamic Fracture Process Analysis (2D DFPA) was used to simulate the fracture process caused by the vapor pressure, with the applied pressure determined based on the vapor pressure-time history. The proposed analytical method was used to examine various fracture patterns with respect to granite material and high-performance explosives.

Morphological Analysis of Hydraulically Stimulated Fractures by Deep-Learning Segmentation Method (딥러닝 기반 균열 추출 기법을 통한 수압 파쇄 균열 형상 분석)

  • Park, Jimin;Kim, Kwang Yeom ;Yun, Tae Sup
    • Journal of the Korean Geotechnical Society
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    • v.39 no.8
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    • pp.17-28
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    • 2023
  • Laboratory-scale hydraulic fracturing experiments were conducted on granite specimens at various viscosities and injection rates of the fracturing fluid. A series of cross-sectional computed tomography (CT) images of fractured specimens was obtained via a three-dimensional X-ray CT imaging method. Pixel-level fracture segmentation of the CT images was conducted using a convolutional neural network (CNN)-based Nested U-Net model structure. Compared with traditional image processing methods, the CNN-based model showed a better performance in the extraction of thin and complex fractures. These extracted fractures extracted were reconstructed in three dimensions and morphologically analyzed based on their fracture volume, aperture, tortuosity, and surface roughness. The fracture volume and aperture increased with the increase in viscosity of the fracturing fluid, while the tortuosity and roughness of the fracture surface decreased. The findings also confirmed the anisotropic tortuosity and roughness of the fracture surface. In this study, a CNN-based model was used to perform accurate fracture segmentation, and quantitative analysis of hydraulic stimulated fractures was conducted successfully.

Characteristics of Distribution Ratio for Skin Friction in Group Piles (무리말뚝의 주면마찰력 분담비율 특성)

  • Lee, Jun-Dae;Ahn, Byung-Chul
    • Journal of the Korean Geotechnical Society
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    • v.22 no.10
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    • pp.47-54
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    • 2006
  • H-pile can be more easily driven than pipe pile by pile driver and shows high skin friction and plugging effect. This experimental study was devoted to investigate skin friction of H group piles in granite soil under laboratory test. Pile arrangements $(1{\times}2,\;1{\times}3,\;2{\times}2,\;2{\times}3,\;3{\times}3)$, pile space (2D,4D,6D), and soil density $(D_r=40%,\;80%)$ were tested. The main results obtained from the model tests can be summarized as follows. Distribution ratio of skin friction for total load decreased by $48{\sim}39%$ (dense soil), $32{sim}27%$ (loose soil) as piles space ratio increases in case of $3{\times}3$ group piles. And the distribution ratio of skin friction by pile settlements under loose soil decreased by about $58{\sim}33.2%$ in $2{\times}2$ group piles and about $65{\sim}38%$ in $3{\times}3$ group piles respectively.

Activity concentrations and radiological hazard assessments of 226Ra, 232Th, 40K, and 137Cs in soil samples obtained from the Dongnam Institute of Radiological & Medical Science, Korea

  • Jieun Lee;HyoJin Kim;Yong Uk Kye; Dong Yeon Lee;Wol Soon Jo;Chang Geun Lee;Jeung Kee Kim;Jeong-Hwa Baek;Yeong-Rok Kang
    • Nuclear Engineering and Technology
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    • v.55 no.7
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    • pp.2388-2394
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    • 2023
  • The radioactivity concentration of environmental radionuclides was analyzed for soil and sand at eight locations within a radius of 255 m centered on the Dongnam Institute of Radiological & Medical Science (DIRAMS), Korea. The average activity concentrations of 40K, 137Cs, 226Ra, and 232Th were 661.1 Bq/kg-dry, 0.9 Bq/kg-dry, 21.9 Bq/kg-dry, and 11.1 Bq/kg-dry, respectively. The activity of 40K and 137Cs was lower than the 3-year (2017-2019) average reported by the Korea Institute of Nuclear Safety, respectively. Due to the nature of granite-rich soil, the radioactivity of 40K was 0.6-fold higher than in other countries, while 137Cs was in the normal fluctuation range (15-30 Bq/kg-dry) of the concentration of radioactive fallout from nuclear tests. The activity of 226Ra and 232Th was lower than in Korean soils reported by the United Nations Scientific Committee on the Effects of Atomic Radiation (UNSCEAR). The average activity concentrations of 232Th and 40K for the soil and sand samples from DIRAMS were within the range specified by UNSCEAR in 2000. The radium equivalent activity and internal and external hazard index values were below the recommended limits (1 mSv/y). These radionuclide concentration (226Ra, 232Th, 40K, and 137Cs) data can be used for regional environmental monitoring and ecological impact assessments of nuclear power plant accidents.

Analysis of the Engineering Characteristics of Casein Polymer-Treated Soil Based on Soil Type (시료 유형에 따른 카제인 폴리머 처리토의 공학적 특성 분석)

  • Jung, Sang-Ho;Jang, Chaewoon;Lee, Jeong Yoon;Lee, Uichan;Ryou, Jae-Eun;Jung, Jongwon
    • Journal of the Korean Geotechnical Society
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    • v.40 no.5
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    • pp.51-58
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    • 2024
  • Chemical ground reinforcement involves enhancing the mechanical properties of soil through chemical reactions. Existing ground reinforcement materials pose challenges, including environmental pollution during production and use, pH fluctuations caused by leaching into groundwater, and ecological disturbances. This study investigates the engineering performance of soils treated with casein polymer, a milk-derived, eco-friendly reinforcement material. The performance assessment was carried out by measuring unconfined compressive strength and hydraulic conductivity across different soil types, including Jumunjin sand, granite weathered soil, and soft soils. The analysis examined the relationship between unconfined compressive strength, hydraulic conductivity, and soil type. The findings indicate significant correlations based on the concentration of casein polymer and soil type. The outcomes of this study provide foundational data for the application of casein polymer in soil reinforcement efforts.

Analysis of the Ecological Environment for the Landscape Management of the Heritage Site: -A Case of Dongguneung, Kyunggi Province- (전통 사적공간의 경관관리를 위한 생태환경 분석 -경기도 구리시 동구릉을 중심으로-)

  • Lee, Sun;Jin, Sang-Chul
    • Korean Journal of Environmental Biology
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    • v.20 no.4
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    • pp.366-377
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    • 2002
  • This study investigated the ecological environment of Dongguneung, which royal tombs of the Joseon Dynasty aye in. The aim of this study is to do an effective preservation, management and restoration of the royal tomb and garden of the Joseon Dynasty distributed in Seoul and Kyunggi Province through using the data of Dongguneung. In general, Dongguneung contains the predominant Oak class such as Quercus serrata-Quercus mongolica community, while a flatland surrounding its control office, which is often flooded with the rainy season in summer, is mainly Alnus japonica community, Pinus densiflora community ranges around the royal tomb. The subcommunity of Quercus serrata -Quereus mongolica community is distributed into Robinia pseudo-acacia, Pinus rigida, Pinus koraiensis, Carpinus laxiflora and typical subcommunity and so on. In particular, Robinia pseudo -acacia, Pinus rigida and Pinus koraiensis subcommunity, and Alnus japonica community were forested. The soil class of Dongguneung was mainly a sandy loam and its pH was an average of 4.67 (from 4.36 to 5.68). The content of heavy metals including Cu, Pb and Zn etc. in the soil was about twice as much as the natural content in the forest soil. The content of organism and total nitrogen in the topsoil layer was the average of 4.87% and 0.21% respectively, slightly higher than those (organism; 4.55%, total nitrogen; 0.20%) of the forest soil generated from granite bedrock. Cation exchange capacity as the indicator of soil fertility was 15.0 cmol $kg^{-1}$, higher than that in the granite forest soil. However among base exchangeable cations, contents of $Ca^{2+}$ (2.07 cmol $kg^{-1}$), $Mg^{2+}$ (0.40 cmol $kg^{-1}$) and K+ (0.25 cmol $kg^{-1}$) were slightly lower than that. The above results could reflect the need of soil fertilization and liming for the improvement of nutritional status and buffer process.