• Title/Summary/Keyword: Scale Factor Stability

검색결과 154건 처리시간 0.022초

강우침투로 인한 대절취사면의 붕괴안정성검토 및 대책 (Stability Analysis and Reinforcement of Large Excavated Slope considering Precipitation Infiltration in Rainy Season)

  • 천병식;최현석
    • 한국구조물진단유지관리공학회 논문집
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    • 제4권1호
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    • pp.101-110
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    • 2000
  • In case heavy rainfall is a key factor of slope failure, the failure zone is usually developed within the depth of 3~5m from the ground surface regardless of the location of the watertable. If rainfall is taken into consideration, it is general that the slope stability analysis is carried out under the assumption that the cut slope is saturated to the slope surface or the watertable elevates to a certain height so that ${\gamma}_{sat}$, the unit weight of saturated soil, is used. However, the analysis method mentioned above can't exactly simulate the variation of pore water pressure in the slope and yields different failure shape. The applicability of slope stability analysis method considering the distribution of pore water pressure within the slope with heavy rainfalls, was checked out after the stability analysis of a lage-scale cut slope in a highway construction site, where surface failure occurred with heavy rainfalls. An appropriate slope stabilization method is proposed on the base of the outcome of the analysis.

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Psychometric Properties of the Persian Version of the Self-Assessed Support Needs Questionnaire for Breast Cancer Cases

  • Ghaffari, Fatemeh;Shali, Mahboobeh;Shoghi, Mahnaz;Joolaee, Soodabeh
    • Asian Pacific Journal of Cancer Prevention
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    • 제15권3호
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    • pp.1435-1440
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    • 2014
  • Background: It has been found that support given to women with breast cancer has a positive effect upon their reactions to the illness and may even prolong their survival. Perceived support needs assessment in breast cancer women could be considered as a necessary part of nursing function. Aim: The purpose of this study was to translate and culturally adapt the self-assessed support needs (SASN) questionnaire into Persian language and to investigate its psychometric properties. Materials and Methods: After forward-backward translation of the questionnaire and making appropriate changes, we selected 160 women with breast cancer as our study sample. The psychometric properties of the SASN, including its internal consistency, test retest reliability, and construct validity were evaluated through the known-groups technique. Results: The calculated Kaiser Meyer Olkin was 0.756, indicating that the sample was sufficiently large to perform a satisfactory factor analysis. The six factors all together explained 50.7% of the variance; the first factor (diagnosing) explaining the biggest part of variance (10.9). Internal consistency reliability was 0.83 for the whole scale and the stability of test was 0.78. For the first factor, Cronbach's alpha was 0.90 and factor loadings of scale's items were found to deal with diagnosis subscale. The domains described patients' diagnosis, treatment, support, femininity and body image, family and friends and information. Conclusions: The reliability and validity of the adapted version of the SASN was shown to be satisfactory. Thus, it can be used to investigate self-assessed support needs of Iranian women suffering from breast cancer since the SASN is a multi-domain scale.

연직배수공법이 적용된 연약지반 상에 도로성토로 인한 측방유동의 특성 (Characteristics of Lateral Flow due to Embankments for Road Construction on Soft Grounds Using Vertical Drain Methods)

  • 홍원표;김정훈
    • 한국지반공학회논문집
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    • 제28권9호
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    • pp.5-15
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    • 2012
  • 연직배수공법이 적용된 연약지반의 측방유동 특성을 조사하기 위해 우리나라 해안지역에서 계측관리가 실시된 13개 연약지반 현장의 자료를 수집하여 조사 분석을 실시하였다. 먼저 성토규모가 연약지반의 측방유동에 미치는 영향을 분석하였다. 연약층의 두께와 상대적 도로성토규모가 클수록 연약지반 속의 수평변위는 크게 발생하였다. 특히 연약지반이 두꺼우면 도로성토저면폭에 대한 연약층의 두께의 비인 상대적 성토규모도 자연 커지므로 수평변위량은 크게 발생하였다. 또한 도로성토속도가 빠르면 연약지반의 수평변위량이 크게 발생하였다. 그 밖에도 연약지반의 두께와 비배수전단강도, 지반계수 및 안정수는 연약지반의 측방유동에 영향을 미치는 중요한 요소로 나타났다. 즉 연약지반의 비배수전단강도와 지반계수가 작을수록 그리고 안정수가 클수록 연약지반의 최대수평변위량은 크게 발생하였다. 도로성토로 인하여 연약지반 속에 전단변형이 발생되지 않는 안전한 상태에서는 안정수가 3이하가 되고 지지 안전율이 1.7이상이 되었다. 그러나 연약지반 속에 전단파괴가 발생되는 불안전한 상태에서는 안정수가 5.14이상이 되고 지지안전율이 1.0이하가 되었다. 도로성토로 인하여 연약지반 속에 전단변형이 발생하는지 여부를 판단할 수 있는 허용최대수평변위량의 기준은 50mm로 정하는 것이 바람직하며 연약지반에 전단파괴가 발생됨이 없이 도로성토를 실시할 수 있는 연약지반의 수평변위량 기준은 100mm로 정하는 것이 바람직할 것이다.

실리콘 펜듈럼 서보 가속도계의 제작 및 성능 평가 (Fabrication and evaluation of a silicon pendulous servo accelerometer)

  • 서재범;심규민;오문수;이관섭
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1996년도 한국자동제어학술회의논문집(국내학술편); 포항공과대학교, 포항; 24-26 Oct. 1996
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    • pp.56-60
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    • 1996
  • This paper presents the initial results of development of a inertial navigation grade silicon pendulous accelerometer. This effort focused on developing a bulk-micromachined silicon pendulum and designing a PI-servo controller. Performance data presented in this paper includes threshold, bias short term stability and nonlinearity of scale factor. This accelerometer developed is demonstrated the feasibility of meeting one-nautical-mile-per-hour accuracy.

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FRP를 이용한 사면보강 (The Slope Reinforcement by use of FRP)

  • 이상덕;권오엽;최용기
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2000년도 사면안정 학술발표회
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    • pp.155-180
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    • 2000
  • The pattern of domestic slope construction has been steadily changed from the simpled and small-scale to the large-scale and complicated one, frequently near the existing structures, as the density of population and the traffic increases. In some cases, the slopes become steeper and larger due to the road improvement and construction. For the rock slope, the existence of discontinuity cannot be disregarded and acts as an important factor on the slope stability. Most of the existing methods for stabilizing the slope were focused on reducing the slope angle. Under the specific geographic condition, it is necessary to concentrate more efforts on the research and development of supporting system for the slope stability. As a supporting system, it is often very advantageous to use the FRP pipe grouting method that is similar to the existing soil nailing method or the rock bolting method but uses the high strength FRP pipe as a principal reinforcement in place of steel bar. Through the FRP pipe, the grout material can be injected into the rock mass to improve its shear strength to the required value. .In this study, the characteristics of FRP are investigated by the laboratory tests and the field tests. And, the practical aspects of FRP method are reviewed and analyzed.

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간호전문직관 측정도구 개발 (Development of a Nursing Professional Values Scale)

  • 윤은자;권영미;안옥희
    • 대한간호학회지
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    • 제35권6호
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    • pp.1091-1100
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    • 2005
  • Purpose: The purpose of this study was to develop an instrument to measure nursing professional values. Method: Forty preliminary items were selected by classifying 223 basic items extracted via a literature study and in-depth interviews of subjects and testing the relevance of their contents. In order to verify the reliability and relevance of the preliminary instrument, data was collected from 504 nurses in 3 general hospitals. Result: As a result of the item analysis, 29 items were selected from a total of 40 items. Five factors were extracted by factor analysis, and the total variance was $51.5\%$. For the explanation of variances by factors, the 1 st factor, 'self-concept of the profession' accounted for $14.8\%$, the 2nd factor, 'social awareness' $12.1\%$, the 3rd factor, 'professionalism of nursing' $9.8\%$, the 4th factor, 'the roles of nursing service' $9.1\%$, and the 5th factor, 'originality of nursing', $5.6\%$. Cronbach's Alpha of those 29 items was .9168, which was high. Conclusion: This paper is meaningful in a way that it developed a tool capable of measuring nursing professional values, which reflects the characteristics of our country. In order to re-verify the relevance and stability of this tool, it is necessary that comparative studies should be conducted.

연암터널의 막장 및 무지보 구간의 거동형태에 관한 연구 (A Study on the Behaviour Modes of the Face and Unsupported Span for Weak Rock Tunnel)

  • 이영주;김창용;김광염
    • 터널과지하공간
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    • 제17권1호
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    • pp.9-16
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    • 2007
  • 굴진장이 터널의 안정성 및 시공비에 미치는 영향에 대해서는 많은 연구자와 기술자들이 잘 알고 있지만, 아직 굴진장 결정에 대해서 일관된 절차가 수립되지는 못한 실정이다. 본 연구에서는 굴진장을 고려한 연암터널의 막장과 무지보 구간의 거동형태를 실내모형실험, PFC3D 및 FDM 해석을 통하여 조사하였다. 총 다섯 개의 거동형태를 정의하였고, 막장 안전율과 설계 도표를 통해 거동형태를 정량적으로 판단할 수 있도록 하였다. 비록 본 연구에서 제안한 방법이 몇몇 제한을 갖지만, 굴진장과 굴착의 최적화를 위한 유용한 정보를 제공할 수 있을 것으로 사료된다.

부자재가 돼지 사체 퇴비화에 미치는 영향 (The Effects of Amendments on Composting of Swine Carcass)

  • 홍지형;최병민
    • 한국축산시설환경학회지
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    • 제5권1호
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    • pp.45-52
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    • 1999
  • The purpose of this study is to provide information for the livestock for the livestock carcass composting operation in agricultural waste management. Burial, landfilling and incineration of livestock carcass may have environmental regulatory and economic liabilities. Dead animals amended with agricultural residues can be composted and used to promote soil fertility and reduce environmental pollution. In this study we evaluated the effect of amendments on the primary and secondary composting reaction and stability of compost. The full-scale composting bin of swine carcass in roofed system with three amendments was adequate in reaching sufficient temperature above 55$^{\circ}C$ long enough to kill the pathogen. The average temperature of the compost material in dead swine amended with corn stover increased rapidly to 64$^{\circ}C$ on the 2nd day after primary composting and dropped to near ambient temperature on the 140th day of composting. The composting with of corn stover and wheat straw are more efficient for swine carcass composting than that of sawdust. Therefore, the amendment property is an important factor in the design of composting facility.

전파이론을 통한 $NH_3\;-H_2O$ 흡수과정의 마란고니 대류 안정성 해석 (Stability Analysis of Marangoni Convection for $NH_3\;-H_2O$ Absorption Process)

  • 최창균;김제익;강용태
    • 설비공학논문집
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    • 제14권6호
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    • pp.450-455
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    • 2002
  • Convective instability driven by surface tension is analyzed in an initially quiescent water absorbing ammonia gas using the linear stability theory. The propagation theory is adapated to find the critical conditions of the onset of solutal Maragoni convection. In this theory, the solutal penetration depth is chosen as the length scale factor. The results show that the liquid layer becomes more stable with decreasing the Schmidt number It is interesting that for a smaller Biot number than 100, the system becomes stable with decreasing Bi but for a larger Bi, it becomes unstable with decreasing Bi.

적응적 게임활용 척도 개발 및 타당화 (Development and Validation of Adaptive Game Use Scale (AGUS))

  • 최훈석;김교헌 ;용정순 ;김금미
    • 한국심리학회지 : 문화 및 사회문제
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    • 제15권4호
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    • pp.565-589
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    • 2009
  • 본 연구에서는 게임 사용의 부정적 결과에 초점을 둔 선행 연구와 달리, 게임활용의 긍정적 결과로서의 적응적 게임활용도를 측정하는 도구를 개발하고 타당화하였다. 예비조사를 통해 적응적 게임활용 측정 도구를 개발하고, 유층표집을 통해 선정된 전국 중고등학생 600명을 대상으로 본조사를 실시하였다. 연구결과 활력 경험, 생활경험 확장, 여가 선용, 몰입 경험, 자긍심 경험, 통제력 경험, 사회적 지지망 유지 및 확장 등 7개의 요인으로 구성되는 척도의 신뢰도와 시간에 걸친 안정성이 확인되었다. 또한, 척도의 구성타당도, 변별타당도, 및 공인타당도를 확인하였다. 게임 연구의 외연 확장과 관련한 본 연구의 시사점과 장래 연구 방향을 논의하였다.

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