• Title/Summary/Keyword: mixed ground

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Quality Evaluation of Pumpkin Jam Replaced Sucrose with Sugar Alcohols during Storage (당알콜 첨가 호박잼 저장 중 품질 특성)

  • 이근종;김미리
    • Journal of the East Asian Society of Dietary Life
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    • v.14 no.2
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    • pp.123-130
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    • 2004
  • The physicochemical and sensory qualities of pumpkin jams replaced sucrose with sugar alcohols were investigated during storage at 2$0^{\circ}C$. Pumpkin jam was prepared with steamed ground pumpkin, mixed with sucrose only(50%), sorbitol (sucrose 30%+sorbitol 20%) or maltitol (sucrose 30%+maltitol 20%). Final sweetness of each pumpkin jam was 64$^{\circ}$ Brix. During 60 days of storage there were no differences in acidity and pH among treatments. Reducing sugar content was higher in sucrose, compared to maltitol or sorbitol. During storage, Hunter L, a and b values increased; L and b values were the highest in maltitol and a value were the highest in sucrose compared to the other sugars. Adhesiveness and hardness of textural properties were the highest in sugar and the lowest in maltitol. Sensory evaluation results showed that the mean scores of color, clarity, flavor and overall acceptability were the highest in maltitol, compared to sucrose or sorbitol. Physicochemical and sensory characteristics of pumpkin jams during storage in a PCA plot comprised of first principal component (58.79%) and second principal component (20.94%).

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Distinct Element Modelling of Stacked Stone Pagoda for Seismic Response Analysis (지진응답 해석을 위한 적층식 석탑의 개별요소 모델링)

  • Kim, Byeong Hwa;Lee, Do Hyung
    • Journal of the Earthquake Engineering Society of Korea
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    • v.22 no.6
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    • pp.345-352
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    • 2018
  • It is inevitable to use the distinct element method in the analysis of structural dynamics for stacked stone pagoda system. However, the experimental verification of analytical results produced by the discrete element method is not sufficient yet, and the theory of distinct element method is not universal in Korea. This study introduces how to model the stacked stone pagoda system using the distinct element method, and draws some considerations in the seismic analysis procedures. First, the rocking mode and sliding mode are locally mixed in the seismic responses. Second, the vertical stiffness and the horizontal stiffness on the friction surface have the greatest influence on the seismic behavior. Third, the complete seismic analysis of stacked stone pagoda system requires a set of the horizontal, vertical, and rotational velocity time histories of the ground. However, earthquake data monitored in Korea are limited to acceleration and velocity signals in some areas.

Permeability of Jet Set Cement Concrete with Mineral Admixtures (광물질 혼화재를 혼입한 초속경시멘트 콘크리트의 투수 특성)

  • Won, Jong-Pil;Kong, Tae-Woong
    • Journal of The Korean Society of Agricultural Engineers
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    • v.47 no.3
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    • pp.41-48
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    • 2005
  • The purpose of this study is to improve the performance of jet set cement, which mixed with the mineral admixtures such as silica fume, fly ash and ground granulated blast furnace slag. First, the test of mortar according to the substitute ratio of mineral admixtures were evaluated. And then using it obtained from test results, it was conducted with experiment of mechanical, physical and permeable characteristics of concrete. Laboratory test results showed that concrete substituted for $5\%$ of silica fume didn't have an effect on prominent performance relating to compressive strength. However it was superior to concrete in case of resistance of chloride permeation.

Remediation of A DNAPL Contaminated Site Using Containment WALL (차단벽을 이용한 DNAPL 오염지역의 복구)

  • Lee, Kwang-Yeol;Joo, Wan-Ho
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 1998.11a
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    • pp.81-85
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    • 1998
  • In the present study, the design method of containment walls is proposed by utilizing an existing site. The selected remedy for the Source Area of Operable Unit 2 at Hill Air Force Base stipulated containment of the pure-phase trichloroethylene contamination. The in-place-mixed wall construction was selected because of the irregular topography, small area of the site, and the requirement to reach depths of greater than 90 feet below ground surface. Bench-scale compatibility studies were performed for the containment wall mix design on three commercial bentonite clays. The samples were subject to screening tests and long-term tests for evaluation of changed soil properties when exposed to the contaminated groundwater.

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Bearing Capacity and Environmental Assessment on Ground with By-product Lime (부산석회 재활용 부지에 대한 지지력 및 환경영향 평가에 관한 연구)

  • Chung, Ha-Ik;Hong, Seung-Seo;Lee, Yong-Soo
    • Proceedings of the Korean Geotechical Society Conference
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    • 2004.03b
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    • pp.897-903
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    • 2004
  • Waste lime used in this study is producted as a by-product in the manufacturing process of making $Na_2CO_3$ from local chemical factory in Incheon. Currently about 320 millon tons of waste lime are accumulated and annually 100,000 tons are producted. Reuse of waste lime mixed with soil for banking and backfill materia in civil works was analysed in this study. This study was Carried out to investigate the geotechnical and environmental characteristics on field application. Field investigations were conducted on the road construction site in Incheon. This study presents the results of the engineering characteristics in field test and the leaching characteristic of waste lime in laboratory column tests. Countermeasure for reduction of environmental effects was suggested from the test results.

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Concrete Construction with Specified Strength of 300~400kg/$\textrm{cm}^2$ by Use of Ready Mixed Concrete (레미콘에 의한 설계기준강도 300~400kg/$\textrm{cm}^2$ 콘크리트의 시공(지하3층, 지상36층 주상 복합빌딩에의 적용))

  • 이영철;한이수;박재우;장제욱
    • Proceedings of the Korea Concrete Institute Conference
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    • 1995.10a
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    • pp.235-240
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    • 1995
  • A 36 stories high multi-use building was designed with the specified concrete strength range of 300~400kg/$\textrm{cm}^2$ On the ground of the concept of compressive strength, adequate mix designing for the concrete, which has the target strength range of 390-520kg/$\textrm{cm}^2$, was carried out to provide enough strength margin. And with due regard to the workability and transportation time, the slump and slump flow ranged 16~21cm and 30~45cm respectively, maintaining these properties up to 2-hours from the beginning of the mix. The high-range water reducer is incorporated into the mix as a admixture. The building construction is controlled satisfactorily, so far. The actual average 28-day compressive strength is 370kg/$\textrm{cm}^2$, the standard deviation is 28kg/$\textrm{cm}^2$ and the coefficient of variation is 7.6% for concrete of 300kg/$\textrm{cm}^2$ specified strength.

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An Experimental Study on the Flexural Characteristics of Water-permeable Concrete reinforced with Wire Mesh and Fibers (와이어 매쉬 및 섬유 종류별 보강된 투수 콘크리트의 휨특성에 관한 실험적 연구)

  • Lee, Byung-Jae;Park, Seong-Bum;Jang, Young-Il;Jun, Heum-Jin;Hyun, Ji-Hong;Cho, Kwang-Yun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2010.05a
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    • pp.367-368
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    • 2010
  • Having function to reducing environmental load, water-permeable concrete has advantages to ground permeation of rain-water and sound absorbtion, heat island reduction, etc., but represents the low flexural characteristics compared with general concrete. Therefore, this study analyzed the flexural characteristics by producing water-permeable concrete mixed with wire mesh or fiber reinforcing for improvement to the flexural characteristics of water-permeable concrete.

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A Study of the Large Diameter Shield TBM Excavation for Subway Tunnels (지하철 터널에 적용된 대구경 쉴드 TBM의 굴착성능 연구 분석)

  • Lee, Seong-Won;Kang, Moon-Gu
    • Proceedings of the KSR Conference
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    • 2010.06a
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    • pp.1500-1505
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    • 2010
  • The objective of this study is controlling of the large diameter Shield TBM excavation for subway tunnels. In this paper, it will focus on the selection of Shield TBM and the problems of excavation due to unusual abrasion of the Disk Cutters and the distorted Cutter Mounts, in mixed layer of soil in below and hard rock in above, and in rock layer. And also, it will be discussed that the type of ground improvement to change and repair the Disk Cutters and the distorted Cutter Mounts, Advance Rate, Cutter Torque, etc. The results of this study will be using controlling of the excavation in various large diameter Shield TBM for subway tunnels.

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Quantitative and Qualitative Analysis of Inorgainc Substances by Low Temperature Ashing (저온 회화법에 의한 무기물의 정량${\cdot}$정성분석)

  • 이종만;류정용;신종호;송봉근;오세균;신채호
    • Journal of Korea Technical Association of The Pulp and Paper Industry
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    • v.31 no.2
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    • pp.77-85
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    • 1999
  • A study on the thermal stability of commonly used six fillers, such as titanium dioxide, silica, ground calcium carbonate, zeolite, and, clay, showed that most fillers except titanium dioxide were strongly effected by heat treatment. Therefore, the present methods for determination of ash in paper give weight loss due to thermal decomposition of fillers. It was found that a paper ashing method at a temperature of 40$0^{\circ}C$ allows most fillers in their original and undecomposed from. Results presented in this paper also show that X-ray diffraction can be used for qualitative determination of mixed fillers and coating pigments in a paper sheet.

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A Study on the Development and Use of Non-Lethal Weapons (비살상 무기체계 개발 및 운영분석 연구)

  • 이종철
    • Journal of the military operations research society of Korea
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    • v.22 no.2
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    • pp.37-48
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    • 1996
  • This paper analyzes the state of the art on the non-lethal disabling technologies(NDTs) and provides the direction for the development and use of non-lethal weapons. A dozen categories of NDTs are surveyed and explored for the prospective military operations in the future. These technologies may be mixed and matched for a specific purpose that would be potent yet safer than conventional lethal weapons. Many commonly available technologies that are either directly applicable as NDTs or with some engineering adaptation should be first considered to develope. These are NDTs for anti-mobility as follows: anti-traction technology, polymer agents and combustion alternation technology. Non-lethal weapons especially useful in our situation include destroying weapon-guidance systems, disabling engines of aircrafts and ground vehicles and C4I systems.

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