• Title/Summary/Keyword: Artificial ground

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Effect of Nutrition Permeability from Barley sprouts, Curcuma longa L., Dendropanax morbifera LEV., Phellinus linteus Using Cryogenic Grinding Technology (동결분쇄를 이용한 보리싹, 울금, 황칠, 상황버섯의 영양성분 증진 및 투과 효과)

  • Lee, Il-nam;Han, Ye-eun;Jeong, Ho-jun;Park, Haeun;Jung, Juyeong;Rhee, Jin-Kyu
    • Food Engineering Progress
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    • v.21 no.4
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    • pp.391-402
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    • 2017
  • The purpose of this study was to improve the nutrition and the permeability of functional plants by using cryogenic grinding technology. Barley sprouts, Curcuma longa L., Dendropanax morbifera LEV., Phellinus linteus were dried, ground and extracted in different temperature conditions. Powder size of barley sprouts and Curcuma longa L. were about $50{\mu}m$ and Dendropanax morbifera LEV. and Phellinus linteus were about $20{\mu}m$. Cryogenic ground of Barley sprouts preserved 18.27-124.65% of nutrients such as protein, ash, carbohydrate, beta carotene, minerals, vitamins. Cryogenic grinding powder of Curcuma longa L. show high nutrients retention rate of lipid and carbohydrate. Permeability was measured by Parallel Artificial Membrane Permeability Assay (PAMPA) to predict passive gastrointestinal absorption. Permeability of saponarin, which is marker compound of Barley sprouts, is 9.88 times higher in cryogenic grinding powder than ambient grinding powder. Curcumin permability is 3.1 times higher than ambient grinded powder. As a result, particle size, nutrition, protein digestion degree and permeability demonstrated a positive relationship with the decreasing grinding temperature for the powders. These results confirm that the cryogenic grinding method had good suitability to increase functionality of plants, since it could minimize the heat generated while processing and effectively reduce the particle size.

Machine Learning-based Classification of Hyperspectral Imagery

  • Haq, Mohd Anul;Rehman, Ziaur;Ahmed, Ahsan;Khan, Mohd Abdul Rahim
    • International Journal of Computer Science & Network Security
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    • v.22 no.4
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    • pp.193-202
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    • 2022
  • The classification of hyperspectral imagery (HSI) is essential in the surface of earth observation. Due to the continuous large number of bands, HSI data provide rich information about the object of study; however, it suffers from the curse of dimensionality. Dimensionality reduction is an essential aspect of Machine learning classification. The algorithms based on feature extraction can overcome the data dimensionality issue, thereby allowing the classifiers to utilize comprehensive models to reduce computational costs. This paper assesses and compares two HSI classification techniques. The first is based on the Joint Spatial-Spectral Stacked Autoencoder (JSSSA) method, the second is based on a shallow Artificial Neural Network (SNN), and the third is used the SVM model. The performance of the JSSSA technique is better than the SNN classification technique based on the overall accuracy and Kappa coefficient values. We observed that the JSSSA based method surpasses the SNN technique with an overall accuracy of 96.13% and Kappa coefficient value of 0.95. SNN also achieved a good accuracy of 92.40% and a Kappa coefficient value of 0.90, and SVM achieved an accuracy of 82.87%. The current study suggests that both JSSSA and SNN based techniques prove to be efficient methods for hyperspectral classification of snow features. This work classified the labeled/ground-truth datasets of snow in multiple classes. The labeled/ground-truth data can be valuable for applying deep neural networks such as CNN, hybrid CNN, RNN for glaciology, and snow-related hazard applications.

Experimental Analysis of Liquefaction Resistance Characteristics of Silica Sand Used in Earthquake Simulation Tests (국내 지진 모의시험에 이용되는 규사의 액상화 저항특성에 관한 실험적 분석)

  • Choi, Jaesoon;Jin, Yunhong;Baek, Woohyun
    • Journal of the Korean GEO-environmental Society
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    • v.23 no.5
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    • pp.5-13
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    • 2022
  • In this study, dynamic characteristics and liquefaction resistance characteristics of silica sand which is used to simulate sandy layer were conducted using the cyclic triaxial test according to the relative density difference. The difference in liquefaction resistance with the relative density was confirmed through the test results, which the relative density conditions were changed to 40%, 60%, and 80%, and the cyclic resistance ratio (CRR) curve of the silica sand was obtained. In addition, in order to examine the validity of the liquefaction resistance ratio (CRR) curve, artificial silica sand ground was created, and liquefaction potential was evaluated through the simple assessment method and the detailed assessment method, and the safety factors of each were compared.

Evaluation of the Mechanical Characteristics of Frozen Sand, Considering Temperature and Confining Pressure Effects, in a Cryogenic Triaxial Compression Test (동결 삼축압축시험을 통한 동결 사질토의 온도 및 구속압력에 따른 역학적 특성 평가)

  • Park, Sangyeong;Jung, Sanghoon;Hwang, Chaemin;Choi, Hangseok
    • Journal of the Korean Geotechnical Society
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    • v.38 no.8
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    • pp.7-15
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    • 2022
  • Most studies have conducted cryogenic triaxial compression tests with frozen specimens prepared in a separate mold by one-directional freezing. This method has the potential to generate residual stress in a frozen specimen and cannot be adopted to simulate the application of the artificial ground freezing method in the field. Therefore, in this study, novel equipment and procedure for the cryogenic triaxial compression test were proposed to overcome the limitations of existing test methods. Therefore, the mechanical characteristics of frozen sand, considering the effect of temperature and confining pressure, were evaluated. As the freezing temperature decreased, the brittleness of frozen sand increased, and the strength increased due to a decrease in the unfrozen water content and an increase in the ice strength. A higher confining pressure resulted in an increase in interparticle friction and the pressure melting phenomenon, which caused strength reduction. Thus, it was found that the mechanical behaviors of frozen sand were simultaneously affected by both temperature and confining pressure.

A Study on the Evaluation Criteria of Drainage Performance by Measurement of Horizontal Drainage Flow Rate by Damage Degree by Interior Model Construction Experiment (실내 모형토조실험에 의한 손상도별 수평배수공 유출량 측정을 통한 배수성능 평가 기준 제안)

  • Suhwan Choi;Donghyuk Lee;Jeonghoon Shim
    • Journal of the Korean GEO-environmental Society
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    • v.24 no.1
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    • pp.45-50
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    • 2023
  • In order to prevent slope disasters caused by rainfall, it is very important to quickly exclude rainfall. In Korea, horizontal drainage holes with excellent economic feasibility and construction performance are generally applied as a method to lower the underground water level. However, horizontal drainage holes constructed on the site are often uniformly constructed regardless of the presence or absence of other water or ground conditions, and it is often difficult to expect drainage performance of horizontal drainage holes due to poor maintenance. In this study, an artificial ground was created using model construction and horizontal drainage experiments were conducted to measure the amount of horizontal drainage drain in a certain amount of control area 0%, 25%, 50%, 75%, and an evaluation table (draft) that can quantitatively evaluate horizontal drainage based on measurements and design documents is proposed as basic data.

Estimation of Nonlinear Site Effects of Soil Profiles in Korea (국내 지반에서의 비선형 부지효과 예측)

  • Lee, Hong-Sung;Yun, Se-Ung;Park, Du-Hee;Kim, In-Tai
    • Journal of the Korean Geotechnical Society
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    • v.24 no.3
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    • pp.13-23
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    • 2008
  • In a nonlinear site response analysis which is performed in time domain, small strain damping is modeled as viscous damping through use of various forms of Rayleigh damping formulations. Small strain damping of soil is known to be independent of the loading frequency, but the viscous damping is greatly influenced by the loading frequency. The type of Rayleigh damping formulation has a pronounced influence on the dependence. This paper performs a series of nonlinear analyses to evaluate the degree of influence of the viscous damping formulation on Korean soil profiles. Analyses highlight the strong influence of the viscous damping formulation for soil profiles exceeding 30 m in thickness, commonly used in simplified Rayleigh damping formulation overestimating energy dissipation at high frequencies due to artificially introduced damping. When using the full Rayleigh damping formulation and carefully selecting the optimum modes, the artificial damping is greatly reduced. Results are further compared to equivalent linear analyses. The equivalent linear analyses can overestimate the peak ground acceleration even for shallow profiles less than 20 m in thickness.

Seismic damage assessment of a large concrete gravity dam

  • Lounis Guechari;Abdelghani Seghir;Ouassila Kada;Abdelhamid Becheur
    • Earthquakes and Structures
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    • v.25 no.2
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    • pp.125-134
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    • 2023
  • In the present work, a new global damage index is proposed for the seismic performance and failure analysis of concrete gravity dams. Unlike the existing indices of concrete structures, this index doesn't need scaling with an ultimate or an upper value. For this purpose, the Beni-Haroun dam in north-eastern Algeria, is considered as a case study, for which an average seismic capacity curve is first evaluated by performing several incremental dynamic analyses. The seismic performance point of the dam is then determined using the N2 method, considering multiple modes and taking into account the stiffness degradation. The seismic demand is obtained from the design spectrum of the Algerian seismic regulations. A series of recorded and artificial accelerograms are used as dynamic loads to evaluate the nonlinear responses of the dam. The nonlinear behaviour of the concrete mass is modelled by using continuum damage mechanics, where material damage is represented by a scalar field damage variable. This modelling, which is suitable for cyclic loading, uses only a single damage parameter to describe the stiffness degradation of the concrete. The hydrodynamic and the sediment pressures are included in the analyses. The obtained results show that the proposed damage index faithfully describes the successive brittle failures of the dam which increase with increasing applied ground accelerations. It is found that minor damage can occur for ground accelerations less than 0.3 g, and complete failure can be caused by accelerations greater than 0.45 g.

Geologic Structure and Rocks as Geotechnical Risk Factors at Intermediate depth Tunneling in Korea (한국의 대심도 터널 지반 위험인자로서 암석과 지질구조)

  • Ihm, Myeong Hyeok
    • The Journal of the Convergence on Culture Technology
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    • v.8 no.3
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    • pp.551-557
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    • 2022
  • Geotechnical risk factors encountered in intermediate-depth underground tunnel construction are diverse, and the types and standards of risk factors are different according to the depth and regional geological characteristics of Korea. In order to understand the effects of geological characteristics and geologic structure on safety, which show various porous characteristics of urban underground complex ground, the risk factors of intermediate-depth rock mass in Korea were analyzed based on domestic and foreign cases. As a result of the study, seven categories affecting the stability of the intermediate-depth tunneling, namely, geologic structure, rock characteristics, hydrogeology, overburden, high stress, ground characteristics and artificial structures, and about 22 risk factors were derived. We present the risk criteria and interval values for risk evaluation of faults, folds, dikes, and rocks that have the greatest influence among risk factors. Criteria and interval values for other risk factors are under study.

Deep Learning-Based Reconstruction Algorithm With Lung Enhancement Filter for Chest CT: Effect on Image Quality and Ground Glass Nodule Sharpness

  • Min-Hee Hwang;Shinhyung Kang;Ji Won Lee;Geewon Lee
    • Korean Journal of Radiology
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    • v.25 no.9
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    • pp.833-842
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    • 2024
  • Objective: To assess the effect of a new lung enhancement filter combined with deep learning image reconstruction (DLIR) algorithm on image quality and ground-glass nodule (GGN) sharpness compared to hybrid iterative reconstruction or DLIR alone. Materials and Methods: Five artificial spherical GGNs with various densities (-250, -350, -450, -550, and -630 Hounsfield units) and 10 mm in diameter were placed in a thorax anthropomorphic phantom. Four scans at four different radiation dose levels were performed using a 256-slice CT (Revolution Apex CT, GE Healthcare). Each scan was reconstructed using three different reconstruction algorithms: adaptive statistical iterative reconstruction-V at a level of 50% (AR50), Truefidelity (TF), which is a DLIR method, and TF with a lung enhancement filter (TF + Lu). Thus, 12 sets of reconstructed images were obtained and analyzed. Image noise, signal-to-noise ratio, and contrast-to-noise ratio were compared among the three reconstruction algorithms. Nodule sharpness was compared among the three reconstruction algorithms using the full-width at half-maximum value. Furthermore, subjective image quality analysis was performed. Results: AR50 demonstrated the highest level of noise, which was decreased by using TF + Lu and TF alone (P = 0.001). TF + Lu significantly improved nodule sharpness at all radiation doses compared to TF alone (P = 0.001). The nodule sharpness of TF + Lu was similar to that of AR50. Using TF alone resulted in the lowest nodule sharpness. Conclusion: Adding a lung enhancement filter to DLIR (TF + Lu) significantly improved the nodule sharpness compared to DLIR alone (TF). TF + Lu can be an effective reconstruction technique to enhance image quality and GGN evaluation in ultralow-dose chest CT scans.

Effects of LED(Light Emitting Diode) Photoperiod and Light Intensity on Growth and Yield of Taraxacum coreanum Nakai in a Plant Factory (식물공장 내 광주기 및 광도가 흰민들레의 생육과 수량에 미치는 영향)

  • Hwang, Yeon Hyeon;Park, Ji Eun;Chang, Young Ho;An, Jae Uk;Yoon, Hae Suk;Hong, Kwang Pyo
    • Journal of Bio-Environment Control
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    • v.25 no.4
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    • pp.232-239
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    • 2016
  • The objective of this study was to examine the effect of photoperiod and light intensity of RBW LED (red:blue:white = 2:1:1) on the growth of Taraxacum coreanum Nakai in a fully artificial light type plant factory. 3 photoperiods and 4 light intensity were used respectively in a fully artificial light type plant production system. Plants were cultured with three photoperiods and four light intensity regimes (conditions) for 270 and 120 days, respectively, using nutrient film technique (NFT) or aeroponics culture methods. For each photoperiod, the total leaves per plant harvested 8 times in all cultivation period was 224 in the 16/8(day/light) photoperiod that had no significant difference from 220 in the 12/12 photoperiod and the lowest number of leaves was 151 occurred in the 8/16 photoperiod, which means that the longer photoperiod, the more leaves harvest. Total fresh weight of above ground was the high in order of in 16/8 photoperiod as 125g, 12/12 photoperiod as 91g, 8/16 photoperiod as 56g. For each light intensity, the total leaves per plant harvested 4 times in all cultivation period was the great in order of $150{\mu}mol{\cdot}m^{-2}{\cdot}s^{-1}$ as 123, $200{\mu}mol{\cdot}m^{-2}{\cdot}s^{-1}$ as 107, $100{\mu}mol{\cdot}m^{-2}{\cdot}s^{-1}$ as 95, $50{\mu}mol{\cdot}m^{-2}{\cdot}s^{-1}$ as 56 which was the smallest number of total leaves harvest. Total fresh weight of above ground per plant was the high in order of $150{\mu}mol{\cdot}m^{-2}{\cdot}s^{-1}$ as 43.6g, $100{\mu}mol{\cdot}m^{-2}{\cdot}s^{-1}$ as 34.6g, $200{\mu}mol{\cdot}m^{-2}{\cdot}s^{-1}$ as 32.2g, $50{\mu}mol{\cdot}m^{-2}{\cdot}s^{-1}$ as 18.2g. From these results, it was concluded that photoperiod of 16/8 and light intensity at $150{\mu}mol{\cdot}m^{-2}{\cdot}s^{-1}$ can be used as the light condition of RBW LED (red:blue:white = 2:1:1) for optimal growth of Taraxacum coreanum Nakai in a fully artificial light type plant factory.