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Mantle Source Lithologies of Late Cenozoic Basaltic Rocks and Two Varieties of Enriched Mantle in the Korean Peninsula (한반도 신생대 후기 현무암의 근원 맨틀 암상과 두 종류의 부화 맨틀)

  • Choi, Sung Hi
    • Korean Journal of Mineralogy and Petrology
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    • v.35 no.3
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    • pp.183-197
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    • 2022
  • Geochemical data, including Sr-Nd-Pb-Mg-Zn isotopes, reported on the late Cenozoic intraplate basaltic rocks in the Korean Peninsula (Mt. Baekdu, Jeongok, Baengnyeong Island, Pyeongtaek, Asan, Ganseong, Ulleung Island, Dok Island, and Jeju Island) are summarized to constrain their mantle source lithologies, and the nature of mantle end-members required. In the Sr-Nd isotope correlation diagram, Jeju basalts plot in the field of EM2-type oceanic island basalts (OIB), while the other basalts fall in the EM1-type OIB field. In Pb-Pb isotope space, Jeju basalts show a mixing array between Indian MORB and EM2 component, whereas the other basalts display an array with EM1 component. The Korean basalts were derived from a hybrid source of garnet lherzolite and recycled stagnant slab materials (eclogite/pyroxenite, pelagic sediments, carbonates) in the mantle transition zone. The EM1 component could be ancient (~2.0 Ga) K-hollandite-bearing pelagic sediments that were isolated for a long period in the mantle transition zone due to their neutral buoyancy. The EM2 component might have been relatively young (probably Pacific slab) and recently recycled clay-rich pelagic sediments. Eclogite and carbonates are unlikely to account for the EM components, but they are common in the mantle source of the Korean basalts.

Effect of Harvest Date after Heading. Storage Temperature and Duration on the Dormancy and Germination Percentage in Barley Cultivars (보리종자의 수확시기, 저장온도 및 기간에 따른 휴면성과 발아율에 관한 연구)

  • Chun, J.U.;Lee. E.S.;Park, M.W.;Cho, C.H.;Jeong, D.H.;Lee, H.J.
    • KOREAN JOURNAL OF CROP SCIENCE
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    • v.28 no.4
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    • pp.445-450
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    • 1983
  • To investigate the effect of harvest time after heading, storage temperature and duration on the dormancy and germination in barley cultivars, the kernels were collected at 5 day intervals from 20 days after heading until 35 days. The kernels were dried at 2$0^{\circ}C$ for 7 days and storaged in freezing chamber (-15$^{\circ}C$). The kernels germinated better at 15$^{\circ}C$ than at $25^{\circ}C$, and 1% $H_2O$$_2$ and 3 ppm GA$_3$ treatments gave much higher germination percentage than non-treatment; $H_2O$$_2$ and GA$_3$ treatments were good for promoting germination of immature harvested kernels. Germination rate index were significantly correlated with germination percentage under $25^{\circ}C$ and 15$^{\circ}C$ temperature conditions. Hangmi, Jogangbori and Muanbori had deep or slight dormancy at the different harvesting time, especially Dusan #8 had the deepest dormancy. The dormancy broke more rapidly under 3$0^{\circ}C$ than 2$0^{\circ}C$ storage conditions, so high temperature accelerated dormancy breaking. Those results showed that dormancy was various with the cultivars, harvesting time, storage temperature and storage duration.

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Study on selection and basic specifications design of shield TBM for power cable tunnels (터널식 전력구 쉴드TBM 선정 및 기본설계 사양 제시에 관한 연구)

  • Jung Joo Kim;Ji Yun Lee;Hee Hwan Ryu;Ju Hwan Jung;Suk Jae Lee;Du San Bae
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.25 no.3
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    • pp.201-220
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    • 2023
  • Power cable tunnels is one of the underground structures meant for electricity transmission and are constructed using shield TBM method when transitting across urban and subsea regions. With the increasing shaft depth for tunnels excavation when the shield TBM excavated the rock mass, the review of selecting closed-type shield TBM in rocks becomes necessary. A simplified shield TBM design method is also necessary based on conventional geotechnical survey results. In this respect, design method and related design program are developed based on combined results of full-scale tests, considerable amount of accumulated TBM data, and numerical simulation results. In order to validate the program results, excavation data of a completed power cable tunnel project are utilized. Thrust force, torque, and power of shield TBM specification are validated using Kernel density concept which estimates the population data. The robustness of design expertise is established through this research which will help in stable provision of electricity supply.

An Estimation Method of Settlement and the Behaviour Characteristics of Granular Compaction Pile Reinforced with Uniformly Graded Permeable Concrete (등입도 투수성 콘크리트 보강 조립토 다짐말뚝의 거동특성 및 침하량 평가기법)

  • Kim, Jeong-Ho;Kim, Seung-Wook;Kim, Hong-Taek;Hwang, Jeong-Soon
    • Journal of the Korean Geotechnical Society
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    • v.22 no.7
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    • pp.73-83
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    • 2006
  • The behaviour characteristics of Granular Compaction Pile (GCP) are mainly governed by the lateral confining pressure mobilized in the soft soil matrix to restrain the bulging failure of the granular compaction pile. The GCP method is most effective in soft soil with undrained shear strength ranging $15{\sim}50kPa$. However, the efficiency of this method reduces the more compressible soil conditions, which does not provide sufficient lateral confinement. In the present study, the GCP method reinforced with uniformly graded permeable concrete is suggested for the extension of application to the soft ground. Also, large triaxial compression tests are conducted on composite-reinforced soil samples for verification of availability of the suggested method and the settlement estimation method of the reinforced GCP is proposed. Furthermore, for the verification of the proposed method, predicted settlements by the proposed method are compared with results of 3-dimensional numerical analyses. In addition, parametric studies are performed together with detailed analyses of relevant design parameters.

A Case Study on the Hybrid Reinforcement Retaining Wall System Reinforced by Soil Nail and Steel Strip (쏘일네일과 강재스트립으로 보강된 복합보강토옹벽 시스템의 사례연구)

  • Chun, Byung-Sik;Kim, Hong-Taek;Cho, Hyun-Soo;Do, Jong-Nam
    • Journal of the Korean Geotechnical Society
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    • v.24 no.12
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    • pp.5-12
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    • 2008
  • The reinforced earth wall, which is able to improve the strength of soil highly, is required in case of supporting high surcharge load such as high speed rail way, high embankment road, and massive reinforced earth wall in a mountainous area. And also, it is continuously required that the method is able to minimize the amount of excavated soil on account of environmental issue, boundary of land, etc., on excavation site. However, because the required length of reinforcement should be $60{\sim}80%$ of the height of reinforced earth wall for general reinforced earth wall, in fact the reinforced earth wall is hardly applied on the site of cut slope. In this paper we studied the design and construction cases of hybrid reinforcement retaining wall system combined with steel strips and soil nails, connecting the reinforced earth wall reinforcements to the slope stability reinforcements (soil nails) to ensure sufficient resistance by means of reducing the length of reinforcements of reinforced earth wall. And the feasibility of hybrid reinforcement retaining wall system, suggested by real data measured on site, is also discussed.

Quantitative preliminary hazard level simulation for tunnel design based on the KICT tunnel collapse hazard index (KTH-index) (터널 붕괴 위험도 지수(KTH-index)에 기반한 터널 설계안의 정량적 사전 위험도 시뮬레이션)

  • Shin, Hyu-Soung;Kwon, Young-Cheul;Kim, Dong-Gyou;Bae, Gyu-Jin;Lee, Hong-Gyu;Shin, Young-Wan
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.11 no.4
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    • pp.373-385
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    • 2009
  • A new indexing methodology so called KTH-index was developed to quantitatively evaluate a potential level for tunnel collapse hazard, which has been successfully applied to tunnel construction sites to date. In this study, an attempt is made to apply this methodology for validating an outcome of tunnel design by checking the variation of KTH-index along longitudinal tunnel section. In this KTH-index simulation, it is the most important to determine the input factors reasonably. The design factor and construction condition are set up based on the designed outcome. Uncertain ground conditions are arranged based on borehole test and electro-resistivity survey data. Two scenarios for ground conditions, best and worst scenarios, are set up. From this simulation, it is shown that this methodology could be successfully applied for providing quantitative validity of a tunnel design and also potential hazard factors which should be carefully monitored in construction stage. The hazard factors would affect sensitively the hazard level of the tunnel site under consideration.

Several Treatments of Minuartia laricina (L.) Mattf. for Pot Cultivation (너도개미자리의 포트 재배를 위한 몇 가지 처리)

  • Soo Ho Yeon;Mi Jin Jeong;Ju Sung Cho;Cheol Hee Lee
    • Proceedings of the Plant Resources Society of Korea Conference
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    • 2020.08a
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    • pp.22-22
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    • 2020
  • 너도개미자리는 석죽과의 다년생 초본류로 낭림산 이북으로부터 백두산까지 분포하며 고지대에 자생한다. 7~10월에 흰색의 꽃이 개화하고 종자는 달걀모양으로 표면은 밋밋하다. 본 연구는 지피용으로 사용할 너도개미자리의 분화재배 시 적정 추비, 차광 및 적심 등의 처리 정도를 알아보고자 수행하였다. 재배방법의 확립을 위하여 유용식물증식센터에서 종자를 분양받아 2019년 4월 19일에 트레이에 파종하여 충북대학교 유리온실에서 육묘한 유묘를 7월 4일에 정식하여 실험재료로 사용하였으며, 9월 24일까지 약 11주 동안 재배하였다. 공통 조건은 비닐 포트 3치(7×7cm)에 원예상토를 충진하고 200구 트레이에 셀당 1립씩 파종하여 생산된 1셀을 정식하였다. 추비, 차광, 적심 등은 무처리로 수행하였다. 추비실험은 hyponex 하이그레이드(N-P-K, 7-10-6)를 0, 500, 1000, 2000mg·L-1의 농도로 엽면시비 하였고, 차광 실험은 0, 35, 55, 75% 차광막을 이용하였으며, 적심은 무적심과 재배 4주차의 1회적심 처리로 구분하였다. 연구의 결과, 너도개미자리는 추비처리 농도가 증가할수록 생육도 증가하는 경향이었으나, 유의성은 확인할 수 없었다. 유의적인 차이는 없었지만 2000mg·L-1 처리구에서 지상부 및 지하부의 생체중이 가장 무거운 결과를 보였다. 차광처리 별로는 무차광 조건에서 생육이 왕성한 결과를 보였고, 차광률의 증가는 생육을 점차 억제하는 경향이었다. 개화율도 무차광에서 가장 높았으며, 다음으로 35% 차광 순이었고, 55와 75% 차광에서는 개화가 진행되지 않았다. 너도개미자리에 적심처리는 초장과 측지수의 발생을 억제하였고, 개화도 지연되는 경향을 보였다. 결론적으로 너도개미자리의 지피용 재배시 광이 충분한 에 배치하여 재배하는 것이 효과적이다. 추비는 Hyponex 하이그레이드를 2000mg·L-1의 농도를 처리하는 것이 생육에 유리하며, 적심은 하지 않는 것이 효과적인 재배방법인 것으로 판단된다.

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Isolation and Identiffication of Acinetobacter koreensis sp. nov. from Jang-Baek Waterfall (장백 폭포에서 분리한 Acinetobacter koreensis sp. nov.의 보고)

  • Lee, Ha-Yan;Yoo, Yong-Kyu;Seo, Pil-Soo;Lee, Jung-Sook;Lee, Keun-Chul;Lee, Sang-Seob
    • Korean Journal of Microbiology
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    • v.43 no.1
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    • pp.66-71
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    • 2007
  • Two isolates of genus Acinetobacter were obtained from Jang-Baek waterfall in North Korea. Morphological characteristics of the isolated 2 strains were Gram-negative, aerobic and rod shape bacteria. Physiological and biochemical characterization of the isolated 2 strains were some different aspect from those of type strains. 16S rDNA sequence analysis showed that the two isolates shared 99.9% sequence similarity. Strains JB10 and $JB15^{T}$ were shown to belong to the Gammaproteobacteria and showed the highest levels of sequence similarity to Acinetobacter tandoii $4N13^{T}$ (97.3%), Acinetobacter haemolyticus $ATCC17906^{T}$ (97.2%), Acinetobacter johnsonii $DSM6963^{T}$ (97.2%), Acinetobacter junii $DSM6964^{T}$ (96.7%), Acinetobacter schindleri $LUH5832^{T}$ (97.0%) and Acinetobacter ursingii $LUH3792^{T}$ (96.6%). The major cellular fatty acid in Acinetobacter type strains and isolated strains included $C_{18:1}\;{\omega}9c\;and\;C_{16:1}\;{\omega}7c/C_{15:0}\;iso\;2OH$. Eventhough it was ascertained that the isolated strains were closely related to genus Acinetobacter, physiological and biochemical characteristics and the result of the isolated strains 16S rDNA analysis indicate some different aspects from those of type strains of genus Acinetohacter It is considered that the isolated JB10 (=KEMC 52-093) and $JB15^{T}\;(=KEMC\;52-094^{T})$ strains be new species of genus Acinetobacter. We name it as Acinetobacter koreensis sp. nov.

Determination of Equivalent Hydraulic Conductivity of Rock Mass Using Three-Dimensional Discontinuity Network (삼차원 불연속면 연결망을 이용한 암반의 등가수리전도도 결정에 대한 연구)

  • 방상혁;전석원;최종근
    • Tunnel and Underground Space
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    • v.13 no.1
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    • pp.52-63
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    • 2003
  • Discontinuities such as faults, fractures and joints in rock mass play the dominant role in the mechanical and hydraulic properties of the rock mass. The key factors that influence on the flow of groundwater are hydraulic and geometric characteristics of discontinuities and their connectivity. In this study, a program that analyzes groundwater flow in the 3D discontinuity network was developed on the assumption that the discontinuity characteristics such as density, trace length, orientation and aperture have particular distribution functions. This program generates discontinuities in a three-dimensional space and analyzes their connectivity and groundwater flow. Due to the limited computing capacity In this study, REV was not exactly determined, but it was inferred to be greater than 25$\times$25$\times$25 ㎥. By calculating the extent of aperture that influences on the groundwater flow, it was found that the discontinuities with the aperture smaller than 30% of the mean aperture had little influence on the groundwater flow. In addition, there was little difference in the equivalent hydraulic conductivity for the the two cases when considering and not considering the boundary effect. It was because the groundwater flow was mostly influenced by the discontinuities with large aperture. Among the parameters considered in this study, the length, aperture, and orientation of discontinuities had the greatest influence on the equivalent hydraulic conductivity of rock mass in their order. In case of existence of a fault in rock mass, elements of the equivalent hydraulic conductivity tensor parallel to the fault fairly increased in their magnitude but those perpendicular to the fault were increased in a very small amount at the first stage and then converged.

Effects of Temperature on Leaf Emergence Rates and Phyllochron of Naked and Malting Barley (온도가 쌀보리와 맥주보리의 출엽속도와 출엽간격에 미치는 영향)

  • Kang, Young-Kil;Ko, Koan-Su;Kang, Bong-Kyoon
    • KOREAN JOURNAL OF CROP SCIENCE
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    • v.38 no.5
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    • pp.449-457
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    • 1993
  • Three naked and three malting barley cultivars were grown at constant temperatures of 4, 8, 12, 16, 20, 24 and 28$^{\circ}C$, and day/night temperatures of 6/2, 10/6, 14/10, 18/14, 22/18, 26/22 and 30/26$^{\circ}C$ through the fourth leaf stage in growth chambers to determine the effects of the temperature on leaf emergence rate and phyllochron in naked and malting barley seedlings. The number of leaves per main stem was recorded daily from the first leaf stage to the fourth. At a given temperature, the emergence of new leaves was a linear function of time for all cultivars. There were no great differences in leaf emergence rate and phyllochron between constant and variable day/night temperature regimes except at 28$^{\circ}C$. Leaf emergence rate and phyllochron significantly differed among cultivars and among mean temperatures within cultivars. For all cultivars, leaf emergence rate per day increased parabolically with increasing mean air temperature until an optimum temperature was reached and then declined. There were no differences in the optimum temperatures for the leaf emergence rate per day among six cultivars, which ranged 20.1 to 21.5$^{\circ}C$. The leaf emergence rates at the optimum temperatures ranged 0.202 to 0.226 leaves / day for naked barley cultivars and 0.231 to 0.241 leaves / day for malting barley cultivars. As temperature increased, leaf emergence rate per GDD decreased exponentially and the phyllochron (GDD/leaf) increased exponentially. The mean of the phyllochron for six cultivars was 46.2 GDD at 4$^{\circ}C$ and 129.3 GDD at 28$^{\circ}C$. These results suggest that the temperature and cultivar effects must be considered for prediction of leaf development in barley.

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