• Title/Summary/Keyword: Degree of saturation

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A Prediction of Degree of Saturation using DIP and Electrical Resistivity (DIP 기법과 전기비저항을 이용한 불포화토의 포화도 예측)

  • Lim, Dong-Ki;Min, Tuk-Ki;Sin, Ho-Sung
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.09a
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    • pp.1177-1181
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    • 2010
  • Unsaturated soil can describe soil particles, air-water and contact face between air and water. The providing a simple method to predict water content in Geotechnical mechanics is very important. In this experiment, DIP (Digital Image Processing) and electrical resistivity techniques were used simultaneously to predict the saturation degree, and the results of two techniques will be compared each other to get conclusion. The experiment was carried out for Jumunjin standard sand. The picture of experimental column of soil and water was taken at different times, then using DIP technique to measure Color number-the height of capillary in soil column. At the same time, measure electrical resistivity of the soil.

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H Control of Time-Delayed Linear Systems with Saturating Actuators (포화 구동기를 갖는 시간 시연 선형 시스템의 H 제어)

  • Song, Yong-Heui;Kim, Jin-Hoon
    • The Transactions of The Korean Institute of Electrical Engineers
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    • v.59 no.8
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    • pp.1464-1470
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    • 2010
  • In this paper, we consider the $H_{\infty}$ control of time-delayed linear systems with saturating actuators. The considered time-delay is a time-varying one having bounds on magnitude and time-derivative, and the control permits the predetermined degree of saturation. Based on two modified Lyapunov-Krasovskii(L-K) functionals, we derive a $H_{\infty}$ control in the form of linear matrix inequalities(LMI) having three non-convex design parameters. The result is dependent on the characteristics of time-delay, predetermined degree of saturation level, and bound of disturbance. Finally, we give a comparative example to show the effectiveness and usefulness of our result.

Unsaturated Shear Strength Characteristics of Compacted Natural Kaolin (다짐된 고령토의 불포화 전단강도특성)

  • Tae, Doo-Hyung;Park, Seong-Wan;Kwon, Hong-Ki
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.03a
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    • pp.649-655
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    • 2010
  • Unsaturated compressive tests are performed to evaluate the effect of matric suction on the strength and the deformation characteristics for statically compacted natural kaolin in Korea. Under different conditions of the initial degree of saturation in kaolin, the relationship between suction and the degree of saturation at failure can be expressed by unique soil-water characteristic curve. These results demonstrate that the newly established constant water content type unsaturated shear strength test equipment can be used for estimating the relationship between suction and the compressive strength.

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Frost Heaving Pressure Characteristics of Frozen soils with Frost-Susceptibility and Degree of Saturation (흙의 동상민감성과 포화도를 고려한 동상팽창압 특성)

  • 신은철;박정준;김종인
    • Proceedings of the Korean Geotechical Society Conference
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    • 2002.03a
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    • pp.329-336
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    • 2002
  • The earth structures and in-ground LNG tank, and buildings can be constructed with using artificial freezing method on the reclaimed land. In this study, upon freezing a saturated soil in a closed-system from the top, a considerable pressure was developed. The pressure is the result of the surface energy of a curved ice-water interface. The most significant of these parameters will have the greatest effect on the classification. In order to establish frost-susceptibility criteria based on frost heaving expansion pressure, more soils have to be tested. This study was initiated to investigate the soils frost heaving expansion pressure and moisture characteristics resulting from freezing and freezing-thawing cycle process. Weathered granite soils, sandy soil, sandy soil were used in the laboratory freezing test subjected to thermal gradients under closed- systems.

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Frost Heaving Pressure and Physical Characteristics of the Railway Roadbed Materials (철도노반재료의 동상팽창압 및 물리적 특성 평가)

  • Shin Eun-Chul;Park Jeong-Jun;Kim Jong-In
    • Journal of the Korean Society for Railway
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    • v.8 no.1
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    • pp.57-62
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    • 2005
  • The frost heaving pressure can be a problem for weakening of the railway roadbed material. This study was initiated to investigate the soils frost heaving pressure and physical characteristics(Liquid limit, permeability, SEM analysis) resulting from freezing and freezing-thawing cycle process. Therefore, upon freezing a saturated soil in a closed-system from the top, a considerable pressure was developed. Weathered granite soils, sandy soil were used in the laboratory freezing test which sometimes subjected to thermal gradients under closed-systems. The frost heaving pressure arising within the soil samples and the temperature of the samples inside were monitored with elapsed time. The degree of saturation versus heaving pressure curve is also presented for weathered granite soil and the maximum pressure is closely related to this curve. Based on the laboratory test results, fine-grained soils with strong attractive forces between soil grains md water molecules, and additional water is attracted into the pores leading to further volume changes and ice segregation.

The Effects of Singing Program Combined with Physical Exercise of Physiologic Changes, Perception Function and Degree of Depression in the Elderly Women (운동과 음악을 이용한 노래부르기가 노인의 생리적 변화, 인지기능 및 우울에 미치는 효과)

  • Jung, Young-Ju;Min, Soon
    • Journal of Korean Biological Nursing Science
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    • v.3 no.2
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    • pp.35-50
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    • 2001
  • This study was conducted for the evaluation of the effects of singing program combined with physical exercise on the physiologic changes, perception function and degree of depression. The subjects were the members of elderly women's glee club in D care center for the elderly, who have been singing for more than 6 months. 30 members were allocated to study group and 30 to control group. The singing program designed for both physical therapy and music therapy was consisted of initial physical exercise, singing art songs and classical song and the finishing physical exercise. This program was performed twice a week and about forth minutes was consumed for one session. We checked the heart rate, peripheral arterial oxygen saturation, perception function and degree of depression before and after the program. We used a pulse oxymeter to check the heart rate to oxygen saturation and a questionnaire for the evaluation of perception function and degree of depression. We need SPSS program for data analysis. The results of the investigated personnel complying with general characteristics were analyzed by frequency, two groups by t-test, data before and after the program by paired t-test, respectively. The results were as follows. 1) Heart rate after the program was significantly lower than that before program in test group(p<0.05). 2) Peripheral oxygen saturation after the program was significantly higher than that before the program(p<0.05). 3) Ability to match the right sign with a certain predetermined number was improved after the program. The frequency of wrong matching the sign with number before program was 30. But the frequency was decreased to 8 after the program. 4) Ability to calculate was improved after the program. The frequency of wrong calculation before the program was $1.10{\pm}1.94$. But the frequency after the program was decreased to $0.97{\pm}1.84$. 5) The degree of depression after the program($2.07{\pm}0.49$) was significantly lower than that before program(p<0.001). These results show that singing program combined with physical exercise improves the oxygen delivery to peripheral circulation, stability of heart function, the perception function(calculating and matching ability) and decreases the degree of depression. In conclusion, singing program combined with physical exercise can be used for the effective measure to improve the health of elderly and prevent dementia.

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THE EFFECT OF FOUR KINDS OF ACID AND CONCENTRATION ON THE FORMATION OF ARTIFICIAL CARIOUS LESION IN HUMAN TOOTH ENAMEL (수종의 유기산이 법랑질 인공우식의 형성에 미치는 영향)

  • Kum, Kee-Yeon;Lee, Chan-Young
    • Restorative Dentistry and Endodontics
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    • v.21 no.2
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    • pp.470-488
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    • 1996
  • The end products of the metabolism of the oral microorganism, organic acids, are an element that produces dental caries. Four organic acids in plaque fluid, lactic acid, acetic acid, succinic acid, propionic acid which take the important role in producing dental caries, were chosen to evaluate the effect of acid type and concentration. The subject, $100{\mu}m$ in thickness, were immersed in acid-buffer solution which has the different acid concentration of 10mM, 25mM, 50mM, 100mM and pH 4.3 and degree of saturation was $0.153{\pm}0.003$ kept in constant and were operated to produce artificial caries under different demineralization time (1, 2, 3 day) at x25. The results were obtained by observing under polarizing microscope at x25. 1. The subsurface lesion, specific finding of incipient enamel caries, showed positive birefringence. but surface zone and sound enamel showed negative birefringence. 2. The demineralization rate of enamel was increased as the acid concentration increased. 3. The subsurface lesion showed increasing depth in the order of lactic, acetic, propionic acid, succinic acid. 4. The concentration of organic acid in artificial caries system had an independent effect on demineralization rate in enamel under the constant pH and degree of saturation. The result of this study showed that not only pH and the acid strength but the concentration of organic acid had an independent effect on demineralization rate in early enamel caries. And through the further research on the factors influencing enamel demineralization, it will be necessary to develop an effective caries preventive therapy.

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Assessing Distribution of Degree of Saturation for Track Transition Zone Using Soil Water Characteristic Curve (접속부 궤도 성토재료의 함수특성곡선을 이용한 포화도 분포 산정)

  • Choi, Chanyong;Lee, Jungmin;Kwon, Hyeok Min;Oh, Jeongho
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.35 no.2
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    • pp.515-524
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    • 2015
  • The number of occurrence of differential settlement and track irregularity at track transition zone recently comes to increase, which leads to frequent maintenance activities that have an impact on train operation. Such track transition zone damages are attributed to the change of mechanical properties of fill materials due to environmental factors such as rainfall and freeze, and thaw. Consequently, this study attempts to establish the soil water characteristic curve (SWCC) of fill materials, and conduct seepage analysis to assess the distribution of degree of saturation (DOS) for track transition zone in case of rainfall. The SWCC of fill materials was successfully obtained using filter paper test method. The results of seepage analysis revealed that rainfall intensity, the slope of backfill, backfill condition (fill or cut), and SWCC are significantly influential in controlling the distribution of DOS.

Analysis of Shear Modulus(G)-Shear Strain(γ)-Degree of Saturation(S) Characteristics of Compacted Subgrade Soil used as Railway Trackbed (다짐된 궤도 흙노반 재료의 전단탄성계수(G)-전단변형률(γ)-포화도(S) 관계특성 분석)

  • Choi, Chan Yong;Lee, Seong Hyeok;Lim, Yu Jin;Kim, Dae Sung;Park, Jae Beom
    • Journal of the Korean Society for Railway
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    • v.18 no.2
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    • pp.127-138
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    • 2015
  • It is important to evaluate the stiffness characteristics of compacted subgrade soil under track that is loaded dynamically. Using a mid-size Resonant Column test apparatus, normalized shear modulus and shear modulus variation with changing of confining pressure were investigated with change of degree of saturation (DOS). From an analysis of the test results, it was verified that the maximum shear modulus decreased with increases of DOS. However, normalized shear modulus increased with increases of DOS. Using the test results, a relation of G~${\gamma}$~DOS can be constructed and characterized. In the future, by performing tests with soils used as trackbed broadly in the field, a prediction model for DOS~G~${\gamma}$ can be proposed.

THE DYNAMIC CHANGE OF ARTIFICIALLY DEMINERALIZED ENAMEL BY DEGREE OF SATURATION OF REMINERALIZATION SOLUTION AT pH 4.3 (pH 4.3에서 재광화 용액의 포화도에 따른 인공 탈회된 법랑질의 동력학적 변화)

  • Yi, Ji-Sook;Roh, Bung-Duk;Shin, Su-Jung;Lee, Yoon;Gong, Hyung-Kyu;Lee, Chan-Young
    • Restorative Dentistry and Endodontics
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    • v.34 no.1
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    • pp.20-29
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    • 2009
  • The purpose of this study is to observe and compare the dynamic change of artificially demineralized enamel by remineralization solutions of different degrees of saturation at pH 4.3. In this study, 30 enamel specimens were demineralized artificially by lactic acid buffered solution. Each of 10 specimens was immersed in pH 4.3 remineralization solution of three different degrees of saturation (0.22, 0.30, 0.35) for 10 days. After demineralization and remineralization, images were taken by a polarizing microscope (${\times}100$). The density of lesion were determined from images taken after demineralization and remineralization. During remineralization process, mineral deposition and mineral loss occurred at the same time. After remineralization, total mineral amount and width of surface lesion increased in all groups. The higher degree of saturation was, the more mineral deposition occurred in surface lesion and the amount of mineral deposition was not much in subsurface lesion. Total demineralized depth increased in all groups.