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Strength Characteristics of the Soil Mixed with a Natural Stabilizer (친환경 토양안정재를 혼합한 지반의 강도특성)

  • Kwon, Youngcheul;Oh, Sewook
    • Journal of the Korean GEO-environmental Society
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    • v.13 no.1
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    • pp.45-51
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    • 2012
  • This article aims to find method to mix a harmless hardening agent and soil generated during construction to make paving materials. The main purpose of this research is to get rid of the harmfulness(Chromium (VI), etc.) of cement which has been generally and frequently used as a hardening agent and strengthen it so that it can be used for the general foundation solidification and stabilization of civil engineering/construction structures such as dredging soil treatment, marine structure foundation treatment, surface soil stabilization, and river bank erosion prevention. NSS(Natural Stabilizer Soil) used for this study takes as its chief ingredient the mixture of lime and staple fibers extracted from natural fibers. It increases the shearing strength of soil that it improves the support and durability of the foundation and prevents flooding and frost as well. The pH measured to know its eco-friendliness was 6.67~7.15, and according to the migration testing, only Pb and CN were lower than the standards, so it can be said that NSS has almost no harmful components in it. According to the result of uniaxial strength testing, when the mixture ratio of weathered soil to NSS was 6%, about 1,850kpa strength was expressed. And according to the result of CBR. testing to figure out its appropriateness as a paving material, the CBR of the foundation was 4%~6%. But when the mixture ratio of NSS is over 6%, the water immersion CBR. is over 100%; thus, it is expected that it will show great utility as a paving material.

Adsorptive Removal Properties of Heavy Metal Ions By Soils from the Upper Banbyun Stream (반변천 상류 주변 토양의 중금속 이온 흡착제거 특성)

  • Kim, Younjung;Hwang, Haeyeon;Kim, Yunhoi;Ryu, Sanghoon;Baek, Seungcheol;Seo, Eulwon
    • Journal of the Korean GEO-environmental Society
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    • v.8 no.2
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    • pp.5-9
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    • 2007
  • This study carried out to investigate the removal capacity of heavy metals such as Cu (II), Zn (II) and Cd (II) dissolved in aqueous solution in the soils collected from Hyeon-Dong (HD), San-seong (SS), Keum-chon (KC) and Keum-Hac (KH) located in the upper Banbyun stream. The pH of all the soils was weak alkali such as 8.8 9.2. According to the analysis of chemical composition of the soils, the amount of $SiO_2$, $AlO_2$ and CaO were similar in all tested soils. However, the amount of $K_2O$, $FeO_3$ and MgO were different from each soil. The XRD measurement with these soils showed that quartz and feldspar were presented in all tested soils, and the distribution of kaoline, illite, montmorillonite, vermiculite and calcite were different from each soil. The results of the removal capacity of heavy metals indicated that all the soils had more than 98% of the removal efficiency of Cu (II), Zn (II) and Cd (II), and among the heavy metals, Cu (II) was removed the most effectively. These results suggested that the soils collected from the upper Banbyun stream have the high removal capacity of heavy metals, and these soils could be used for the banking a river around the abandoned mine area, containing the higher concentrations of heavy metals than the usual stream.

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Evaluation of Reliability of Strain Gauge Measurements for Geosynthetics (토목섬유 보강재에 적용한 스트레인게이지 실측값의 신뢰성 평가)

  • Cho, Sam-Deok;Lee, Kwang-Wu;Li, Zhuang;Kim, Uk-Gie
    • Journal of the Korean Geosynthetics Society
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    • v.14 no.4
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    • pp.87-96
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    • 2015
  • Geosynthetics are widely used in different ways such as reinforcement of structures in road, railway, harbor and dam engineering, drainage, separation and erosion prevention. They are especially applied to reinforced retaining wall and slope or ground reinforcement. Recently, geosynthetics reinforced pile supported (GRPS) embankment was developed to improve stability and construability of embankments in railway engineering. Extension strains are usually measured by strain gauges adhered to geosynthetics to evaluate the stability of geosynthetics. However, the measurements are influenced by manufacturing method and stiffness of geosynthetics and also adherence of strain gauge. In this study, wide-width tensile strength tests were performed on three types of geosynthetics including geogrid, woven geotextile and non-woven geotextile. During the test, strains of geosynthetics were measured by both video extensometer and strain gauges adhered to the geosynthetics and the measured results were compared. Results show that the measured results by strain gauges have high reliability in case of large stiffness geosythetics like geogrid and woven geotextile, whereas they have very low reliability for small stiffness geosythetics like non-woven geotextile.

Analysis of Two-Dimensional Pollutant Transport in Meandering Streams (사행하천에서 오염물질의 2차원 거동특성 해석)

  • Oh, Jung-Sun;Seo, Il-Won;Kim, Young-Han
    • Journal of Korea Water Resources Association
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    • v.37 no.12
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    • pp.979-991
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    • 2004
  • In this study, RMA2 and RMA4, the 2-D depth-averaged models, were employed to simulate the two-dimensional mixing characteristics of the pollutants in the natural streams. The velocity and depth were first calculated using RMA2, 2-D hydrodynamic model, and then the resulting flow field was inputted to RMA4, 2-D water quality model, to compute the concentration field. RMA models were verified using the velocity and concentration data measured in S-curved meandering channel. The results showed that the RMA2 model simulated well the phenomenon that the maximum velocity line is located at the Inner bank of meandering channel, and the RMA4 model was well adapted to reproduce the general mixing behavior and the separation of tracer clouds. Comparing model simulations with measured data in the field experiments, RMA2 model simulated well general flow field and tendency that the maximum velocity line skewed toward the outer bank which were found in field experiments. The simulations of RMA4 model showed that the center of the tracer cloud tends to follow the path in which the maximum velocity occurs. In this study, the dispersion coefficients are fine-tuned based on the measured coefficients calculated using field concentration data, and the results show reasonable agreement with predictive equations.

Experimental Analysis for Characteristics of Bank-Scour around Barrier (수리실험을 통한 보 연결부 제방 세굴 특성 분석)

  • Jeong, Seok Il;Lee, Seung Oh
    • Journal of the Korean Society of Safety
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    • v.32 no.4
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    • pp.34-39
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    • 2017
  • Typical flow regime of overflow at barrier or weir constructed in mid and small streams becomes as the submerged flow during most flood events. One of major causes of barrier failure has been reported as the levee-scour near the conjuction node between barrier and levee. However, most related design guidelines in Korea have not mentioned about the protection of levee around barrier or weir in detail. Furthermore, most previous researches have focused on the flow characteristics of overflow around several types of weirs but they did not have considered the material properties of levee itself. In this study, local scour near barrier was investigated with different material properties of levee under the submerged overflow condition which is assumed to reenact a flood event. Based on results from Fritz et al. and Mavis et al., a theoretical formula was also proposed in initial stage of laboratory experiments. And hydraulic experiments were carried out for the verification of the proposed formula. Levee was installed in the prismetic trapezoidal open channel and most parts were made of concrete except for movable section in which scour was expected to occur for the efficiency of experimental procedure. Each compaction of movable section in levee was followed by the basis of the KS F 2312. Further, after performing the experiments to find the optimum water content for each sediment, the specific amount of water was injected before flowing water. The difference between the proposed theoretical formula and experiment results was not much but considerable, which might be caused by the effect of compaction. For theoretical approach, it seemed that the formula did not take into account the compaction of levee, thus the correction coefficient for levee compaction determined in the literature was considered. Finally, the formula for the length of scour around barrier or weir was proposed, which can be useful to predict a levee in the reference design of revetment in mid and small streams. As shortly future study, scour length of levee around barrier or weir under different flow conditions such as perfect overflow condition will be studied and it will be able to contribute to suggest the design formula or criteria under all overflow conditions near barrier or weir.

Characteristics of Sediment and Flow with Channel Patterns in Alluvial Rivers (충적하천(沖積河川)의 수로양상(水路樣相)에 따른 유사(流砂) 및 흐름특성(特性))

  • Lee, Jong Seok;Lee, Dae Cheol;Pai, Dong Man;Cha, Young Kee
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.14 no.5
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    • pp.1177-1189
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    • 1994
  • This paper aims to develop the numerical model for prediction of the channel migration by analyzing of sediment and flow characteristics with patterns of channel in alluvial rivers. Flow in rivers constitutes to be the meandering or the braided form and rarely straight channel through morphologically stable patterns with mutual actions between the flowing water and bed materials. In order to develop the model for simulation of the channel migration, the channels are divided into two types with positive or negative sign by the direction of curvature radius of the centerline channel ($r_c$). That is, the single bend-channel consists of only one curvature of positive or negative sign and the multi-bend channel consists of two more curvatures of positive or negative sign, respectively. The model analyzes the sediment and flow characteristics under the influence of superelevation, spiral motion, irregularity in bed topography and depth-averaged velocity of channels. For reliability of this model, the single bend-channel and the multi bend channel are compared with experiment data in other models and the measured field data in the Keum-River, respectively. As a result, the both com parisians turn out to be excellent.

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Effect of Sucrose-Fatty Acid Ester on Baking Properties of White Bread (자당-지방산 에스테르가 제빵특성에 미치는 영향)

  • Lee, Min-Jae;Mok, Chul-Kyoon;Chang, Hak-Gil
    • Korean Journal of Food Science and Technology
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    • v.31 no.4
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    • pp.994-998
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    • 1999
  • To evaluate the effects of sucrose-fatty acid ester (SE) on bread-making characteristics, the dough mixing, gelatinization, baking properties with the addition of SE alone and together with other surfactants were investigated. SE increased the peak time and the peak height in mixogram, indicating that it contributed the elasticity of dough. In farinogram, SE increased the peak time and mechanical tolerance index, but reduced the dough stability. SE increased the peak viscosity and reduced the gelatinization temperature and maximum consistency temperature in amylogram. SE increased the specific volume of bread loaf and retarded the increase in hardness of bread during storage, showing its anti-staling effects. The maximum anti-staling effect of SE was observed at 0.5% level. The addition of SE (0.2%), SSL (0.15%) and ES-95 (0.15%) blend showed the maximum specific loaf volume, and that of SE (0.25%) and SSL (0.25%) did the maximum anti-staling effect.

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Hydraulic Assessment of Channel Form on the Narrow Pass of Channel (하천 협착부에서 하도형태에 관한 하도수리학적 평가 -낙동강 선산지구를 중심으로 -)

  • Choi, Ho-Kyun;Kim, Won-Il;Ryu, Young-Hoon;Lee, Sam-Hee;Ahn, Won-Sik
    • Proceedings of the Korea Water Resources Association Conference
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    • 2007.05a
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    • pp.1711-1715
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    • 2007
  • 하천에서는 나라마다 하천마다 구간마다 독특한 하도특성을 지니고 있다. 우리나라는 전 국토의 70 %가 산지로 이루어져 있으며, 이로 인하여 특이한 하도형태의 모습을 보이는 구간이 산재하고 있다. 그 대표적인 모습이 충적하도와 침식하도가 연속해 발생하는 과정에서 나타나는 것이 하천 협착부 구간이다. 이러한 하천협착부 주변지역은 전형적인 수해상습 구간이 되는 경우가 많다. 이러한 상황임에도 불구하고 현재까지 우리 나라에서는 이러한 협착부 구간에서 하도특성을 반영한 연구 및 설계 사례가 전무한 실정이다. 따라서, 본 연구에서는 낙동강 선산지역의 하천 협착부에서의 하도 수리학적 의미와 하도형태에 대하여 조사하고 분석하였다. 연구 결과, 모래하천인 조사구간의 저수로 하상에서 아주 미세한 유사분급 현상은 확인할 수 있었지만, 명쾌한 자연 영력에 의한 유사분급 현상이라 판단하기에는 어려운 부분이 있었다. 이는 완만한 하상경사, 균일성에 가까운 하상재료의 공급에 기인한다고 추정할 수 있었다. 그러나 이와 같은 자연적인 현상보다는 골재채취 등의 원인에 따른 유사분급이 확연하다고 추정되었다. 그리고 협착부의 배수구역에서 과거 활발했던 이동상 단단면 하도형태가 유심부의 이동과 더불어 최근 급격하게 복단면화가 진행되고 있음을 확인하였다. 이와 더불어 저수로의 하폭이 크게 줄어드는 현상을 확인할 수 있었다. 이와 같은 현상은 궁극적으로 이상홍수 발생시의 복단면 가중 또는 홍수단면적 축소, 저수로에서의 호안 또는 제방 아래부분의 국소세굴이 야기될 수 있음을 시사한다.원주교각에 대한 국부세굴 특성을 검토하였다. 또한 원주형의 교각에서는 단일원주보다는 원주군으로 설치되는 경우가 대부분이며 이때 교각의 직경(D)에 대한 교각 사이 간격$(L_d)$의 비$(L_d/D)$에 따른 전면교각에서의 수류변화의 영향이 후면교각에 작용하여 상호 복합적인 흐름 및 세굴특성을 나타내므로 이와 같은 복렬형 원주군의 세굴특성을 파상형 원주교각에 적용하여 국부세굴의 크기 변화를 해석하였다. 따라서, 교각주위에서의 수류특성 및 세굴의 변동은 원주군 및 교각파상의 크기와 간격 등과 같은 구조물의 배열조건과 Froude 수, 수심 등의 수리학적 조건에 따라 달라지므로 이의 조건을 체계적으로 변화시켜 가면서 교각주위에서의 국부세굴 및 세굴 감소특성을 검토하였다. 실험결과 오목 및 볼록 파상형 원주 주위에서의 세굴크기는 원형원주와 비교하여 전체적으로 감소하는 것으로 확인되었으며 특히 오목형 $B/\acute{h}=3$에서는 세굴경감효과가 탁월하여 70%이상 감소하는 것으로 확인되었으나 볼록형 $B/\acute{h}=5$에서는 세굴촉진특성이 나타나고 있는 것으로 나타났다. 따라서, 파상형 원주에서는 하강류나 와류를 파상형의 내부로 유도하여 세굴의 크기를 조절할 수 있는 최적의 파상이 존재하고 있는 것으로 예측되었다.원 분야 소프트웨어의 개발에 기본 토대를 제공할 것으로 판단된다.았다. 또한 저자들의 임상병리학적 연구결과가 다른 문헌에서 보고된 소아 신증후군의 연구결과와 큰 차이

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The cooling effects of a paddy field area during 2006 summer (2006년 여름철 논에 의한 기온저감효과)

  • Kwon, Sung-Il;Kim, Jin-Soo;Park, Jong-Hwa;Oh, Kwang-Young;Song, Chul-Min
    • Proceedings of the Korea Water Resources Association Conference
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    • 2007.05a
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    • pp.628-632
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    • 2007
  • 본 연구에서는 2006년 여름철(2006년 7월 15일${\sim}$9월 30일) 동안 서로 다른 토지피복형태(논, 밭, 도시녹지대 및 도시주택지)에서의 기온변화 특성을 비교하여 논에 의한 기온저감 효과를 파악하였다. 혹서기 동안 총 3회(2006년 8월 3일, 11일, 15일)에 걸쳐 논으로부터의 거리에 따라 기온을 실측한 결과, 논으로부터 거리가 멀어짐에 따라 기온이 상승하였으며, 170m 지점에서의 기온은 논 지점보다 14시에는 $2.3^{\circ}C$, 22시에는 $1.8^{\circ}C$, 익일 06시에는 $1.3^{\circ}C$ 높게 나타났다. 혹서기 동안 논, 밭, 녹지대, 주택지에서의 열대야 완화효과를 비교해보면, 논이 열대야를 완화시키는 효과가 가장 큰 것으로 나타났다. $25^{\circ}C$이하로 낮아지는 평균시각은 논이 22.36시, 밭이 24.0시, 녹지대가 2.2시, 주택지가 2.3시로 나타났고, 이 시각으로부터의 평균 지속시간은 논이 7.7시간, 밭이 7.3시간, 녹지대가 4.3시간, 주택지가 1.0시간으로 나타났다. 또한 평균 일최저기온은 논이 $23.1^{\circ}C$로서 밭과는 동일하게 나타났으며, 녹지대보다 $0.9^{\circ}C$, 주택지보다 $3.0^{\circ}C$ 낮게 나타났다. 그러나 논과 밭에서의 기온저감효과는 큰 차이를 보이지 않았는데, 이는 기온저감효과가 식생피복상태에 의해 크게 좌우되기때문으로 생각된다. 본 연구에서는 논과 밭에 의한 기온저감효과의 메커니즘은 파악되지 않았으나, 이는 다양한 논지대 및 밭지대를 대상으로 열수지 특성을 분석함으로써 구명할 수 있을 것으로 생각된다.자로서는 제방 마루의 토지이용 및 식생구조, 하도의 식생유형, 하도주변 토지이용, 하안(bank) 형상 및 구조, 수종 및 구조, 하도 및 하안 특징 및 구조 등으로 선정, 검토하였다. 이상의 하천교란과 관계되는 지표를 선정하여 물리적, 생태적 조사 및 교란평가기법(안)을 개발, 제시하였다.EX>)를 보였으며, 그 중 3명에서는 혈역학적으로 큰 의미가 없는 잔여단락이 있었다. 결론: 급성 심근경색증 후 심실중격 결손은 수술위험도가 높은 질환이지만, 수술 전 대동맥내 풍선펌프를 삽입하고 조기에 심실중격 결손부의 infarct exclusion 술식과 함께 관상동맥우회술을 시행함으로써 만족할 만한 수술 및 중기 결과를 얻을 수 있었다.출물 투여로 저하되었으나 NC군보다는 높게 나타났다. 간 중 중성지질 함량은 참나물 에탄올 추출물 투여 용량에 따른 유의차가 없었으나, 총콜레스테롤 함량은 고용량 병합투여한 HC-PBH군만 유의하게 저하되었다. 혈청 및 간 중의 지질 함량 변화는 정상식이를 급여한 NC군과 NC-PB군 간에는 유의차가 없었다. 따라서 고콜레스테롤식이를 급여하면서 참나물 에탄올 추출물을 병합투여 시에만 지질대사 개선 효과가 있는 것으로 여겨지며, 고용량 병합투여 시 효능이 더 큰 것으로 나타났다. 고콜레스테롤식이로 인한 산화적 스트레스가 고콜레스테롤혈증을 유발하였으며, 이는 참나물 에탄올 추출물에 함유된 항산화물질을 포함한 여러 생리활성물질이 영향을 미친 것으로 사료된다. 이상의 실험 결과에서 참나물 에탄올 추출물은 고콜레스테롤식이로 증가된 총콜레스테롤, LDL-콜레스테롤 및 중성지질 함량은 감소시켰고, HDL-콜레스테롤과 인지질 함량은 증가시킴으로써 지방간 및 동맥경화의 예방과 치료에 효과적일 것으로 판단되어 진다./hr/g$, 섭취 7일중 $8.123\;{\mu}g/hr/

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An Analysis of the Relationship between the Level of Elaboration Likelihood and the News Framing Effects (수용자의 인지정교화 가능성 수준이 프레이밍 효과에 미치는 영향에 관한 연구)

  • Jang, Ha-Yong;Je, Bang-Hoon
    • Korean journal of communication and information
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    • v.46
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    • pp.75-107
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    • 2009
  • Nevertheless reported the same events, news audience have diverse sense of sights and opinions about the events because of the different news frames. This notion was repeatedly evi nnced by several framing studies. This pa wa tried to analyse an interacting relationship between viewer’s level of elaboration likelihood and the effects of the news frames. This pa wa sfrrted with a discussion about the framing effects, then compared them with Elaboration Likelihood Ms notraming effely. And this study conducted an ex waiment selecting indivi ual dispngitions (involvement and cognitive complexity) and message characteristics(number of cues and arguments) as intermediating variables on the message framing effects. This study found out that, the more involvement about the issues the viewers had, the more their thoughts coincided with the issue's frame. On the other hand, when the viewers had low involvement about the issues and cognitive complexity, the framing effects were not found because they processed the messages through the peripheral route. Although the viewers' cognitive complexity was a factor in choosing the central route, but it was not directly connected to the framing effect. Both the number of cues and argument diversity in the messages had positive relationships with the framing effects.

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