• Title/Summary/Keyword: 선형시험

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Characteristics of Sedimented Sandy in Nackdong River Delta (낙동강 델타지역 퇴적사질토의 특성)

  • Kim, Byeong-Jun;Kim, Jae-Hong;Jung, Jin-Yeong;Kwon, Jeong-Keun;Kim, Tae-Hyung
    • Journal of the Korean Geosynthetics Society
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    • v.15 no.2
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    • pp.25-33
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    • 2016
  • This study was a basic research to obtain the knowledge of physical properties of the upper sedimented sandy soil in the Nakdong river delta area. The characteristics of shear strength and permeability with fine content and relative density were also investigated. The upper sedimented sandy soil near paddy and lower soft clay layers showed high percentage of fine content, and the rest parts had about 5% of fine content. The specific gravity regardless of depth and location was almost constant. The upper sedimented sandy soil mostly had particle size about 0.1 ~ 0.4mm regardless of sedimentation environment and has illite, a clay mineral, in the entire soil samples. The results of direct shear tests on remolded specimens of the upper sedimented sandy soil revealed that the friction angle and cohesion increased with relative density, but its effect was not significant. The fine content was significant, that as increasing it, the friction angle decreased and cohesion increased linearly. The permeability decreased with relative density and fine content, and the permeability of soil containing more than 15% of fine content was independent on the relative density.

Increasing Surveyed Area using Tilted Multi Beam Echo Sounder (멀티빔 음향측심기의 기울임 시스템을 이용한 계측영역 확대)

  • Park, Yosup;Hong, Jun-Pyo;Kong, Seong-Kyu
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.31 no.5D
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    • pp.739-747
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    • 2011
  • The paper presents implementation & evaluation of survey method with tilted transducer of Multi Beam Echo Sounder (MBES) to increase horizontal & vertical coverage over obstructed port environments with limited physical properties of MBES. Proposed method ($25^{\circ}$ titled transducer) have some discrepancy of bathymetric profiles between normal and tilting method, but we proved average difference is less than IHO Special Order requirements with survey data at port of Dong Ho Port, Masan, Korea. For horizontal mapping coverage of total survey area ($114,961m^2$), normal method covered 53%, $60,895m^2$ of total area but tilting method covered 75%, $5.933m^2$. It is 22% efficient than normal method with similar environments. For vertical mapping coverage of total vertical structure face ($7,421m^2$), normal method covered 14%, $1,046m^2$, proposed methods covered 60%, $4,450m^2$. And we adapt longitudal steel bar to validate MBES results, and provide calibration method with titled transducer of MBES.

Development of Intelligent Multiple Camera System for High-Speed Impact Experiment (고속충돌 시험용 지능형 다중 카메라 시스템 개발)

  • Chung, Dong Teak;Park, Chi Young;Jin, Doo Han;Kim, Tae Yeon;Lee, Joo Yeon;Rhee, Ihnseok
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.37 no.9
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    • pp.1093-1098
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    • 2013
  • A single-crystal sapphire is used as a transparent bulletproof window material; however, few studies have investigated the dynamic behavior and fracture properties under high-speed impact. High-speed and high-resolution sequential images are required to study the interaction of the bullet with the brittle ceramic materials. In this study, a device is developed to capture the sequence of high-speed impact/penetration phenomena. This system consists of a speed measurement device, a microprocessor-based camera controller, and multiple CCD cameras. By using a linear array sensor, the speed-measuring device can measure a small (diameter: up to 1 2 mm) and fast (speed: up to Mach 3) bullet. Once a bullet is launched, it passes through the speed measurement device where its time and speed is recorded, and then, the camera controller computes the exact time of arrival to the target during flight. Then, it sends the trigger signal to the cameras and flashes with a specific delay to capture the impact images sequentially. It is almost impossible to capture high-speed images without the estimation of the time of arrival. We were able to capture high-speed images using the new system with precise accuracy.

A study on the optimum cutter spacing ratio according to penetration depth using decision tree-based and SVM regressions (의사결정나무 기반 회귀분석과 SVM 회귀분석을 이용한 커터 관입깊이에 따른 최적 커터간격 비 연구)

  • Lee, Gi-Jun;Ryu, Hee-Hwan;Kwon, Tae-Hyuk
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.22 no.5
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    • pp.501-513
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    • 2020
  • Cutter cutting tests for the cutter placement in the cutter head are being conducted through various studies. Although the cutter spacing at the minimum specific energy is mainly reflected in the cutter head design, since the optimum cutter spacing at the same cutter penetration depth varies depending on the rock conditions, studies on deciding the optimum cutter spacing should be actively conducted. The machine learning techniques such as the decision tree-based regression model and the SVM regression model were applied to predict the optimum cutter spacing ratio for the nonlinear relationship between cutter penetration depth and cutter spacing. Since the decision tree-based methods are greatly influenced by the number of data, SVM regression predicted optimum cutter spacing ratio according to the penetration depth more accurately and it is judged that the SVM regression will be effectively used to decide the cutter spacing when designing the cutter head if a large amount of data of the optimum cutter spacing ratio according to the penetration depth is accumulated.

A Study on the Development of Plastic Floater for Solar Power Plant on a Body of Water (수상 태양광 발전을 위한 플라스틱 부유체 개발에 관한 연구)

  • Jeong, Kwang-Soo;Jung, In Jun;Shin, Dong-Kil
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.21 no.10
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    • pp.283-290
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    • 2020
  • In this study, a floater was developed for a frame-type solar power plant. The floater supports the frame and the solar panels. A finite element analysis was performed to design its shape and thickness, and the floater was manufactured by a rotational molding method using linear low-density polyethylene. It was found that the floater did not cause collapse and it maintained its stiffness even at 4 times the maximum load of 322.7 kgf. To perform a long-term compression test, a weight-type load application device that uses gravity was designed and manufactured. The amount of compressive deformation was measured for 7 days, and a long-term deformation equation was obtained. Even under small loads, continuous deformation was observed. However, the 10-year deformation amount for a constant load of 100 kgf was predicted to be small at about 4.64 mm. As a result, it was found that the developed floater could be used in a solar power plant on a body of water.

Comparison of the shear bond strength of brackets in regards to the light curing source (광중합기의 광원에 따른 브라켓 전단결합강도 비교)

  • Cha, Jung-Yul;Lee, Kee-Joon;Park, Sun-Hyung;Kim, Tae-Weon;Yu, Hyung-Seog
    • The korean journal of orthodontics
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    • v.36 no.3 s.116
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    • pp.198-206
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    • 2006
  • With the introduction of the xenon plasma arc curing light and the LED curing light as orthodontic curing lights, the polymerizing time of orthodontic composites has clearly decreased. In contrast to various research cases regarding the polymerization time and bond strength of the xenon plasma arc curing light, not enough research exists on the LED curing light, including the appropriate polymerization time. The objective of this research was to compare the bond strength of the plasma curing light and the LED curing light in regards to the polymerization time. The polymerization time needed to achieve an appropriate adhesion strength of the bracket has also been studied. After applying orthodontic brackets using composite resin onto 120 human premolars, the plasma arc curing light and the LED curing light were used for polymerization for 4, 6, and 8 seconds accordingly. This research proved that the LED curing light provided appropriate bond strength for mounting orthodontic brackets even with short seconds of polymerization. The expensive cost and large size of the device limits the use of the plasma arc curing light, whereas the low cost and easy handling of the LED curing light may lead to greater use in orthodontics.

Application on Multi-biomarker Assessment in Environmental Health Status Monitoring of Coastal System (해역 건강도 평가를 위한 다매체 바이오마커 적용)

  • Jung, Jee-Hyun;Ryu, Tae-Kwon;Lee, Taek-Kyun
    • Ocean and Polar Research
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    • v.30 no.1
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    • pp.109-117
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    • 2008
  • Application of biomarkers for assessing marine environmental health risk is a relatively new field. According to the National Research Council and the World Health Organization, biomarkers can be divided into three classes: biomarkers of exposure, biomarkers of effect, and biomarkers of susceptibility. In order to assess exposure to or effect of the environmental pollutants on marine ecosystem, the following set of biomarkers can be examined: detoxification, oxidative stress, biotransformation products, stress responses, apoptosis, physiological metabolisms, neuromuscular responses, reproductions, steroid hormones, antioxidants, genetic modifications. Since early 1990s, several biomarker research groups have developed health indices of marine organisms to be used for assessing the state of the marine environment. Biomarker indices can be used to interpret data obtained from monitoring biological effects. In this review, we will summarize Health assessment Index, Biomarker Index, Bioeffect Assessment Index and Generalized Linear Model. Measurements of biomarker responses and development of biomarker index in marine organisms from contaminated sites offer great a lot of information, which can be used in environmental monitoring programs, designed for various aspects of ecosystem risk assessment.

Effect of engineered barriers on the leach rate of cesium from spent PWR fuel (가압경수로 사용후핵연료 중 세슘의 침출에 미치는 공학적 방벽 영향)

  • Chun Kwan Sik;Kim Seung-Soo;Choi Jong-Won
    • Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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    • v.3 no.4
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    • pp.329-333
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    • 2005
  • To identify the effect of engineered barriers on the leach rate of cesium from spent PWR fuel under a synthetic granitic groundwater, the related leach tests with and without bentonite or metals have been performed up to about 6 years. The leach rates were decreased as a function of leaching time and then became a constant after a certain period. The period in a bare spent fuel was much longer than that with bentonite or metal sheets. The cumulative fraction of cesium released from the spent fuel with bentonite or with copper and stainless steel sheets was steadily increased, but the fraction from bare fuel was rapidly and then sluggishly increased. However, the values deducted its gap inventory from the cumulative fraction of cesium released from the bare fuel was almost very close to the others. These suggest that the initial release of cesium from bare fuel might be dependant on its gap inventory and the effect of engineered barriers on the long-term leach rate of cesium would be insignificant but the rate with engineered barriers could be reduced in the initial transient period due to their retardation effect. And the long-term leach rate of cesium from spent fuel in a repository would be approached to a constant rate of $2\times10^{-2}g/m^2-day$.

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Removal of Nitrate in Column Reactors Using Surfactant Modified Zeolite (SMZ를 이용한 컬럼반응조 내 질산성 질소의 제거)

  • 박규홍;이동호
    • Journal of Soil and Groundwater Environment
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    • v.8 no.2
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    • pp.55-61
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    • 2003
  • The objective of this study was to investigate the characteristics of nitrate removal by conducting the column test in order to see the performance of surfactant modified zeolite (SMZ) as a permeable reactive barrier material. The prediction of nitrate removal was tested using the one-dimensional advective-dispersive model fitted to the experimental breakthrough curve. A methodology for scaling up to in-situ permeable reactive barrier was also proposed. The breakthrough of nitrate in the column packed with SMZ was well predicted using linear equilibrium adsorption model. The breakthrough time and half-life obtained by breakthrough experiment with variation of flowrates were decreased with the increase of flowrates. When 10㎥/day of groundwater containing the 50 mg/l of nitrate is to be treated to satisfy the potable water quality criteria (10 mg/l) by SMZ reactive barrier, 300 tons of SMZ and about 6 years of breakthrough time will be required, suggesting that 165 million wons are needed as barrier material expenses in each 6 years besides the initial design and construction expenses and the minimal monitoring and maintenance expenses.

A Guideline(Tentative) for Implementation of Riparian Buffer Strips Adapted to the Korean Streams (국내 여건에 맞는 수변완충지대 조성 가이드라인(안))

  • Chung, Sang-Joon;Woo, Hyo-Seup;Ahn, Hong-Kyu
    • Proceedings of the Korea Water Resources Association Conference
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    • 2007.05a
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    • pp.1038-1042
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    • 2007
  • 수변완충지대는 수역과 육역의 경계에 위치하면서 하도를 따라 선형으로 길게 연속적으로 이어지는 공간으로서 토양, 동식물 등 생태시스템을 이루는 자연공간이다. 수변완충지대의 기능은 일반적으로 수질정화, 생태통로 및 서식처, 강턱의 안정, 토양침식 방지, 경관 개선 등이며 하천의 일부로서 사회적 경제적으로 높은 가치를 지니고 있다. 특히 최근에는 비점오염 저감과 하천 생태서식처 조성분야에서의 적용이 활발히 검토되고 있다. 선진국에서는 1980년대 이후부터 수변완충지대의 중요성을 인식하고 환경 생태 치수 측면에서 효율적 조성 및 복원 방법에 관한 연구와 적용이 본격적으로 시작되었고 가이드라인이 제시되었다. 이 분야에서 기술적 정책적으로 가장 앞선 나라로 평가되고 있는 미국의 경우 정부에서는 농무부(USDA)를 비롯하여 환경처(EPA), 내무부(USDI), 공병단(US ARMY)의 관련 산하기관, 각 주정부의 담당부서에서 수변완충지대의 보전과 조성에 관련된 여러 가지 정책과 기준을 제시하고 있다. 이들 가이드라인에서는 수변완충지대가 필요로 하는 기능별 최소 폭, 식생 종별 구성, 식생배열 등을 제시하며 그 기준은 조성 목적이나 기능, 대상 지역별로 차이를 보인다. 기능별 최소 폭은 수질정화를 목적으로 하는 경우 $4m{\sim}61m$이상, 생태서식처 조성을 목적으로 하는 경우는 $30m{\sim}1,000m$ 이상을 권장하고 있다. 식생 종은 수변완충지대 폭을 상 중 하단부로 나누어 초본, 관목, 교목류로 식재하고 강우유출수의 유입부에서 초본을 통한 부유고형물 등을 여과하고, 목본류의 뿌리와 토양을 통해 질소, 인 등 영양물질을 저감하는 구조를 제시하고 있다. 미국의 경우는 이러한 가이드라인을 실제로 현장에 적용하고 있으며 조성효과가 정성적으로 검증되었고 정량적인 관계 도출을 위한 연구가 지속적으로 진행되고 있다. 국내의 경우 수질개선 및 생태서식처 조성, 하천환경을 개선하기 위한 관련 정책이 꾸준히 제시되고 있다. 한 예로 정부에서는 수변구역을 지정 고시하여 상수원으로 유입되는 비점오염물질을 저감하고 생태서식처를 조성함으로써 양질의 상수원과 건전한 생태계를 확보하기 위한 제도를 시행 중이다. 수변 구역의 범위는 한강수변구역의 경우 약 $500{\sim}1,000m$로 설정되어 있으나 아직까지는 관리적 성격이 강하며, 향후에는 구체적인 조성방안이 요구된다. 본 연구에서는 한강 수변구역 내에 미국의 가이드라인에서 제시하는 수변완충지대의 물리적 조건과 국내 지역 토착식생을 적용하여 시험완충지대를 조성하였고, 실험조건 하에서 그 효과를 정량적으로 분석 검증한 결과와 외국사례를 분석하여 국내여건에 맞는 수변완충지대 조성 가이드라인(안)을 제시하였다.

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