• Title/Summary/Keyword: Companion plant

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Evaluation on Fatigue Performance in Compression of Normaland Light-weight Concrete Mixtures with High Volume SCM (혼화재를 다량 치환한 경량 및 보통중량 콘크리트의 압축피로 특성 평가)

  • Mun, Jae-Sung;Yang, Keun-Hyeok
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.2 no.4
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    • pp.354-359
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    • 2014
  • The objective of this study is to examine the fatigue behavior in compression of normal-weight and lightweight concrete mixtures with high volume supplementary cementitious material(SCM). The selected binder composition was 30% ordinary portland cement, 20% fly-ash, and 50% ground granulated blast-furnace slag. The targeted compressive strength of concrete was 40 MPa. For the cyclic loading, the constant maximum stress level varied to be 75%, 80%, and 90% of the static uniaxial compressive strength, whereas the constant minimum stress level was fixed at 10% of the static strength. The test results showed that fatigue life of high volume SCM lightweight concrete was lower than the companion normalweight concrete. The value of the fatigue strain at the maximum stress level intersected the descending branch of the monotonic stress-strain curve after approximately 90% of the fatigue life.

Evaluation of Load Capacity and Toughness of Porous Concrete Blocks Reinforced with GFRP Bars (GFRP 보강 다공성 콘크리트 블록의 내력 및 인성 평가)

  • Jung, Seung-Bae;Yang, Keun-Hyeok
    • Journal of the Korea Institute of Building Construction
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    • v.17 no.5
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    • pp.403-409
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    • 2017
  • In this study, mix proportioning of porous concrete with compressive strength and porosity exceeding 3MPa and 30%, respectively, was examined and then load capacity and flexural toughness of the porous concrete block were evaluated according to the different arrangements of the GFRP bars. To achieve the designed requirements of porous concrete, it can be recommended that water-to-cement ratio and cement-to-coarse aggregate ratio are 25% and 20%, respectively, under the aggregate particle distribution of 15~20mm. The failure mode of porous concrete blocks reinforced with GFRP bars was governed by shear cracks. As a result, very few flexural resistance of the GFRP was expected. However, the enhanced shear strength of porous concrete due to the dowel action of the GFRP bars increased the load capacity and toughness of the blocks. The porous concrete blocks reinforced with one GFRP bar at each compressive and tensile regions had 2.1 times higher load capacity than the companion non-reinforced block and exhibited a high ductile behavior with the ultimate toughness index ($I_{30}$) of 43.4.

Axisymmetric Modeling of Dome Tendons in Nuclear Containment Building I. Theoretical Derivations (원전 격납건물 돔 텐던의 축대칭 모델링 기법 I. 이론식의 유도)

  • Jeon Se-Jin;Chung Chul-Hun
    • Journal of the Korea Concrete Institute
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    • v.17 no.4 s.88
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    • pp.521-526
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    • 2005
  • Prestressing tendons in a nuclear containment building dome are non-axisymmetrically arranged in most cases. However, simple axisymmetric modeling of the containment has been often employed in practice to estimate structural behavior for the axisymmetric loadings such as an internal pressure. In this case, the axisymmetric approximation is required for the actual tendon arrangements in the dome. Some procedures are proposed that can implement the actual 3-dimensional tendon stiffness and prestressing effect into the axisymmetric model. Prestressing tendons, which are arranged in 3 or 2-ways depending on a containment type, are converted into an equivalent layer to consider the stiffness contribution in meridional and hoop directions. In order to reflect the prestressing effect, equivalent load method and initial stress method are devised and the corresponding loads or stresses are derived in terms of the axisymmetric model. In a companion paper, the proposed schemes are applied into CANDU and KSNP(Korean Standard Nuclear Power Plant) type containments and are verified through some numerical examples comparing the analysis results with those of the actual 3-dimensional model.

A Basic Study on the Euryale ferox Salisbury for Introduction in Garden Pond - Focusing on the Flora and Vegetation - (정원내 가시연꽃(Euryale ferox Salisbury) 도입을 위한 기초연구 - 식물상과 식생을 중심으로 -)

  • Lee, Suk-Woo;Rho, Jae-Hyun;Oh, Hyun-Kyung
    • Journal of the Korean Institute of Traditional Landscape Architecture
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    • v.34 no.1
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    • pp.83-96
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    • 2016
  • Through the research and analysis on the vegetation environment, flora of habitats through documentary and field studies over 14 habitats of Euryale ferox Salisbury within Jeollabukdo, with the objective of acquiring the basic data for forming an environment based on plantation of reservoirs that are composed with Euryale ferox, the following results were obtained. 1. The entire flora of the 14 habitats appeared to be 79 families, 211 genus, 298 species, two subspecies, 30 varieties and six forma, thus, a total of 336 taxa was confirmed. Among these, emergent water plants appeared to compose 17 taxa, floating-leaved plants to compose seven taxa including Euryale ferox floating plants to compose five taxa and submerged water plants to compose two taxa. As a result of analyzing the similarity only over the water plants. The lowest similarity rate appeared between Gamdong Reservoir and Aedang Reservoir, as the similarity rate between the two regions appeared to be 0% as a result of the analysis. Floating-leaved plants, lotuses and caltrops, appeared to be equally inhabiting in Hanseongji at Jeongeup and Seoknam Reservoir at Gochang, which showed the highest similarity rate, in addition to Euryale ferox. 2. When examining the appearance frequency of aquatic plants per growth type, Actinostemma lobatum and Phragmites communis, in addition to Euryale ferox each appeared 11 times, showing a high frequency of 78.6% and Trapa japonica, which is a floating-leaved water plant, appeared ten times(71.4%) and Zizania latifolia appeared eight times(57.1%). In addition, the appearance rate appeared to be high in the order of Persicaria thunbergii, Leersia sayanuka, Ceratophyllum demersum, Echinochloa crusgalli var. oryzicola, Scirpus maritimus, and Nelumbo nucifera. 3. The rare plants discovered in the Euryale ferox habitats pursuant to the IUCN evaluation standards was confirmed to be composed of five taxa, with three taxa including the least concerned species(LC), Melothria japonica at Yanggok Reservoir, Hydrocharis dubia at Myeongdeokji and Ottelia alismoides at Daewi Reservoir, in addition to vulnerable species(VU), Utricularia vulgaris at Sangpyeong Reservoir, along with Euryale ferox. 4. Most of the group or community types of the natural habitats of Euryale ferox appeared to be the Euryale ferix community' and the Daewi Reservoir of Gunsan was defined as caltrop + Euryale ferox + Nymphoides indica community. The green coverage ratio of Euryale ferox per natural habitats showed a considerably huge deviation from 0.03 to 36.50 and as the average green coverage ratio was appropriated as 9.8, it can be considered that maintaining the green coverage ratio of Euryale ferox in a 10% level would be advisable when forming a reservoir with Euryale ferox as the key composition species. 5. The vegetation community nearby the natural habitats of Euryale ferox per research subject area appeared to be composed of three Leersia japonica communities, two communities each for Zizania latifolia community and Trapa japonica community and one community each for Nelumbo nucifera community, Nymphoides peltata + Typha orientalis community, Trapa japonica + Nelumbo nucifera community, Hydrocharis dubia community, Leersia japnica + Paspalum distichum var. indutum community and Euryale ferox + Trapa japonica community, showing a slight difference depending on the location conditions of each reservoir. Thus, this result may be suggested as a guideline to apply when allocating the vegetation ratio and the types of floating-leaved plants upon planting plants in reservoirs with Euryale ferox as the main companion species.

Evaluation on Replacement Habitat of Two Endangered Species, Aster altaicus var. uchiyamae and Polygonatum stenophyllum Using Habitat Suitability Index (서식지 적합 지수를 이용한 멸종위기식물 단양쑥부쟁이와 층층둥굴레의 대체서식지 평가)

  • Lee, Bo Eun;Kim, Jungwook;Kim, Nam-Il;Kim, Jae Geun
    • Journal of Wetlands Research
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    • v.19 no.4
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    • pp.433-442
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    • 2017
  • As a result of the Four-River Restoration Project in Korea, the habitat of endangered plant species of Aster altaicus var. uchiyamae and Polygonatum stenophyllum, which had been natively grown in the riparian zone of Namhan River, was destroyed and artificial replacement habitats were created. In this study, Habitat Suitability Index (HSI) was used to determine whether the replacement habitats are suitable for each species or not. From October 2015 to July 2016, Habitat Evaluate Procedures (HEP) were conducted on two replacement habitats of A. altaicus var. uchiyamae (Gangcheonsum and Sum-River) and on two replacement habitats of P. stenophyllum (Gangcheonsum and Youngjuk) in the Namhan River watershed. As evaluation parameters for A. altaicus var. uchiyamae habitat, habitat matrix (ratio of unburied gravel), height above the ordinary water level, soil nutrients, and light conditions were selected and for P. stenophyllum habitat, soil texture, light conditions, and coverage of companion species were selected. HSI was applied to evaluate the suitability of each replacement habitat. According to the result of the evaluation, replacement habitats of A. altaicus var. uchiyamae and P. stenophyllum located in Gangcheonsum have relatively high HSI values as 0.839 and 0.846, respectively. On the other hand, replacement habitats of A. altaicus var. uchiyamae in Sum-River and P. stenophyllum in Youngjuk zone have HSI value of 0, indicating unsuitable habitats for these species. This is the first attempt to apply HSI for plant species in Korea and proved the usefulness of HSI on plants.

Phlox subulata, Cover Plant for Soil Conservation in Chinese Cabbage-Cultivated Highland (고랭지배추 재배지 토양보전을 위한 동반작물 지면패랭이)

  • Kim, Ki-Deog;Ahn, Jae-Hoon;Lee, Jeong-Tae;Hong, Soon-Choon;Hwang, Seon-Woong;Kim, Chung-Guk
    • Korean Journal of Soil Science and Fertilizer
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    • v.40 no.6
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    • pp.465-470
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    • 2007
  • To evaluate the effect of companion plant (Phlox subulata and Glechoma hederacea var. longituba) on conservation of soil in slopped highland, coverage of crops and soil erosion were investigated with 3 different conditions. The coverage rate of Phlox subulata with Chinese cabbage cultivation was kept on approximately 100% from Chinese cabbage-transplanting to -harvest. The coverage rate of Glechoma hederacea var. longituba with Chinese cabbage cultivation was low at it's early stage, however, reached to approximately 100% at the time of Chinese cabbage harvest. In contrast, the coverage rate of Chinese cabbage cultivation without cover crop, and simultaneous transplanting with Chinese cabbage and cover crop were approximately 60%. Losses of soil and nitrate nitrogen were much lower in Phlox subulata with Chinese cabbage cultivation ($0.1{\sim}0.2ton\;ha^{-1}$, $0.2{\sim}0.4kg\;NO_3{^-}-N\;ha^{-1}$) than those in Chinese cabbage cultivation without cover crop ($20.8ton\;ha^{-1}$, $2.1kg\;NO_3{^-}-N\;ha^{-1}$), and simultaneous transplanting with Chinese cabbage and cover crop ($8.9{\sim}10.5ton\;ha^{-1}$, $1.5{\sim}2.2kg\;NO_3{^-}-N\;ha^{-1}$). Cover plants suppressed the weed occurrence up to about 70%. Live mulching with cover plants set a good effects on weed suppression and reduction of soil and nutrient loss. Therefore intercropping with Phlox subulata will make great contributions to soil conservation in Chinese cabbage cultivated highland.

Distribution and Frequency of SSR Motifs in the Chrysanthemum SSR-enriched Library through 454 Pyrosequencing Technology (국화 SSR-enriched library에서 SSR 반복염기의 분포 및 빈도)

  • Moe, Kyaw Thu;Ra, Sang-Bog;Lee, Gi-An;Lee, Myung-Chul;Park, Ha-Seung;Kim, Dong-Chan;Lee, Cheol-Hwi;Choi, Hyun-Gu;Jeon, Nak-Beom;Choi, Byung-Jun;Jung, Ji-Youn;Lee, Kyu-Min;Park, Yong-Jin
    • Journal of the Korean Society of International Agriculture
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    • v.23 no.5
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    • pp.546-551
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    • 2011
  • Chrysanthemums, often called mums or chrysanths, belong to the genus Chrysanthemum, which includes about 30 species of perennial flowering plants in the family Asteraceae. We extracted DNA from Dendranthema grandiflorum ('Smileball') to construct a simple sequence repeat (SSR)-enriched library, using a modified biotin-streptavidin capture method. GS FLX (Genome Sequencer FLX System which provides the flexibility to perform the broad range of applications) sequencing (at the 1/8 run specification) resulted in 18.83 mega base pairs (Mbp) with an average read length of 280.06 bp. Sequence analyses of all SSR-containing clones revealed a predominance of di-nucleotide motifs (16,375, 61.5%) followed by tri-nucleotide motifs (6,616, 24.8%), tetra-nucleotide motifs (1,674, 6.3%), penta-nucleotide motifs (1,283, 4.8%), and hexa-nucleotide motifs (693, 2.6%). Among the di-nucleotide motifs, the AC/CA class was the most frequently identified (93.5% of all di-nucleotide types), followed by the GA/AG class (6.1%), the AT/TA class (0.4%), and the CG/GC class (0.03%). When we analyzed the distribution of different repeat motifs and their respective numbers of repeats, regardless of the motif class, of 100 SSR markers, we found a higher number of di-nucleotide motifs with 70 to 80 repeats; we also found two di-nucleotide motifs with 83 and 89 repeats, respectively, but their product lengths were within optimum size (297 and 300 bp). In future work, we will screen for polymorphisms of possible primer pairs. The results will provide a useful tool for assessing molecular diversity and investigating the population structure among and within Chrysanthemum species.

Evaluation on the Effectiveness of Supplementary V-ties on Flexural Ductility of Reinforced Concrete Columns (철근콘크리트 기둥의 휨 연성에 대한 V-타이 보조띠철근의 효율성 평가)

  • Lee, Hye-Jin;Yang, Keun-Hyeok;Kwak, Min-Kyoung
    • Journal of the Korea Concrete Institute
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    • v.29 no.4
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    • pp.345-351
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    • 2017
  • This study evaluated the effectiveness of V-shaped ties as an alternative to the supplementary crossties specified in ACI 318-14 on the flexural ductility of reinforced concrete columns. From column specimens tested under constant axial loads and reversed cyclic lateral loads, the mode of failure and lateral load-lateral displacement relationship were measured according to the variation of the applied axial load levels. After the columns reached the peak lateral load capacity, the $90^{\circ}$ hooks of the crossties gradually opened, which eventually caused premature buckling of the longitudinal reinforcement and severe crushing of the core concrete, whereas no V-ties were extracted from the core concrete until the column failure. As a result, the cumulative work damage indicators up to 80% of the peak lateral load for V-tie columns under the axial load level of 0.2, 0.4, and 0.55 was as much as 2.4, 2.3, and 5.2 times higher, respectively, than those of the companion crosstie columns. The superiority of the V-ties to the conventional crossties in enhancing the flexural ductility of columns became more prominent as the axial load level increases.

Effect of Seeding Method and Mixing Ratio on the Quality and Productivity of Rye-Hairy Vetch Mixture (파종방법 및 혼파비율이 호밀-헤어리베치 혼파시 사료가치 및 생산성 향상에 미치는 영향)

  • Kim, J.G.;Yoon, S.H.;Chung, E.S.;Lim, Y.C.;Seo, S.;Seo, J.H.;Kim, S.J.
    • Journal of The Korean Society of Grassland and Forage Science
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    • v.22 no.4
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    • pp.233-240
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    • 2002
  • Hairy vetch(Vicia villosa Roth) which is legume fur winter cover crop can supply nitrogen for companion crop and soil. The purpose of this study was to improve the forage quality and productivity using forage crop and hairy vetch in winter season fer three years. The results of this experiments were summarized as follows. Plant height of rye was decreased but hairy vetch was increased. The heading stage of rye did not show difference among the treatments. The content of dry mater(DM) was decreased with increased ratio of hairy vetch/rye but it did not show significant difference between seeding methods. Crude protein(CP) content tended to increase in mixture plots. Acid detergent fiber(ADF) and NDF(neutral detergent fiber) content of mixture plots were lower than that of rye mono-cultivated. In vitro dry matter digestibility(IVDMD) and TDN(total digestible nutrient) content were showed inverted tendency. The highest DM yield was in rye mono-cultivated, but it was similar between mono-cultivated and mixture I (P<0.05). In the CP yield, it did not show the significant difference between rye mono-culture and mixture I . The content of total nitrogen in soil showed slight increase as 0.06∼0.08%. Conclusively, mixture I showed equal or superior productivity and quality comparing with rye mono-cultivated, mixture I would be recommended to produce higher yield and to conserve soil environment.

Effect of Transverse Reinforcement on the Shear Friction Capacity of Concrete Interfaces with Construction Joint (시공줄눈이 있는 콘크리트 경계면의 전단마찰 내력에 대한 보강철근의 영향)

  • Hwnag, Yong-Ha;Yang, Keun-Hyeok
    • Journal of the Korea Concrete Institute
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    • v.28 no.5
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    • pp.555-562
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    • 2016
  • The objective of the present study is to evaluate the shear transfer capacity of transverse reinforcement at the concrete interfaces with smooth construction joint. The transverse reinforcing bars were classified into two groups: V-type for the arrangement perpendicular to the interface and X-type for inclined-crossing arrangement. The transverse reinforcement ratio at the interface varied from 0.0045 to 0.0135 for V-type and 0.0064 to 0.0045 for X-type. The mechanism analysis proposed for monolithic concrete interface, derived based on the upper-bound theorem of concrete plasticity, was modified to evaluate the shear friction capacity of concrete interfaces with smooth construction joint. Test results showed that the specimens with X-type reinforcement had lower amount of relative slippage at the interface and higher shear friction capacity than the companion specimens with V-type reinforcement. This observation was independent of the unit weight of concrete. The mean and standard deviation of the ratios between the experimental shear friction strength of smooth construction joints and predictions obtained from the proposed model are 1.07 and 0.14, respectively.