• Title/Summary/Keyword: 교대기초

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Comparison of Construction Cost and External Stability of Railway Abutment wall with Friction Angle of Backfill Materials (뒷채움재의 내부마찰각 변화에 따른 철도교대의 안정성 및 공사비 비교)

  • Yoo, Chunghyun;Choi, Chanyong;Yang, Sangbeom;Park, Yonggul
    • Journal of the Korean Geosynthetics Society
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    • v.15 no.3
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    • pp.67-76
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    • 2016
  • The railway bridge abutment subjected to the lateral earth pressure is a sensitive structure that is affected by backfill materials, installation methods, compaction, and drainage system and so on. The several design loads for the bridge abutment design consist of traffic loading on bridges and vertical & lateral force due to surcharge load at backfill. Especially, the lateral earth pressure of design load components is important and considered in the design of geotechnical engineering structure such as bridge abutment wall. The determination of cross section for abutment is finally determined with calculating external stability and member force of abutment wall structures. In this study, the abutment wall height is 12m and the optimal cross section of abutment wall has been determined that satisfies an external stability for abutment structure through friction angles of 35, 40, and 45 degrees of backfill materials. The external stability and member force of abutment wall with friction angle of backfill materials and were calculated and construction cost of each abutment wall structures was compared. It found that the construction cost was reduced from 2.2 to 8.4% with friction angle of backfill materials.

Lateral Behavior of Abutment Piles in Full Integral Bridge During 7 Days in Response to Hydration Heat and Drying Shrinkage (수화열과 건조수축에 의한 7일간의 완전 일체식 교량 교대 말뚝기초의 횡방향 거동)

  • ;;;;Thomas A. Bolte
    • Journal of the Korean Geotechnical Society
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    • v.19 no.6
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    • pp.127-149
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    • 2003
  • The bridge tested was 3 spans 90m-long PSC beam concrete bridge with a stub-type abutment which had a skew of 60$^{\circ}$ about the axis of bridge. A cement concrete was placed at the superstructural slab of the bridge. Inclinometers and straingauges were installed at piles as well. During 7 days-curing of superstructural slab, the pile behavior in response to hydration heat and drying shrinkage of the slab was monitored. Then monitored values were compared with the horizontal movement obtained from the HACOM program and the calculated lateral behavior obtained from the nonlinear p-y curves of pile. As a result, lateral behavior of H-piles by the field measurement occurred due to the influence of hydration heat and drying shrinkage obtained during curing of superstructural concrete. The lateral displacements by hydration heat and drying shrinkage were 2.2mmand 1.4mm respectively. It was observed as well that the inflection point of lateral displacement of pile was shown at 1.3m down from footing base. It means that the horizontal movement of stub abutment did not behave as the fixed head condition of a pile but behave as a similar condition. The measured bending stress did not show the same behavior as the fixed head condition of pile but showed a similar condition. The increment of maximum bending stress obtained from the nonlinear p-y curves of pile was about 300(kgf/$\textrm{km}^2$) and was 2 times larger than measured values regardless of installation places of straingauges. Meanwhile, lateral load, maximum lateral displacement, maximum bending stress and maximum bending moment of pile showed a linear behavior as curing of superstructural concrete slab.

Health Behaviors of Nurses at a University Hospital according to Type of Work (일개 대학병원 간호사들의 근무형태에 따른 건강행태)

  • Kwon, Mi-Kyung;Kang, Pock-Soo;Hwang, Tae-Yoon;Lee, Kyeong-Soo
    • Journal of Yeungnam Medical Science
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    • v.24 no.1
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    • pp.55-67
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    • 2007
  • Background : The goal of this study was to examine the health behaviors of nurses and provide basic information on health promotion for nurses. Materials and Methods : A self-administered questionnaire survey was completed by 340 nurses working at a university hospital in Daegu, Korea from March 6 to March 30, 2006. The questionnaire included demographic characteristics, working environment, health behaviors, self-assessed health status, and the practice of health promotion activities according to the work group(shift group vs. non-shift group). Results : There were significant differences in 'regular diet', 'drinking', 'ordinary health management', 'regular exercise', 'leisure activities', 'rest', and 'feeling of fatigue' between the two groups. The score for the practice of health promotion activities of the non-shift group was 121.9, which was higher than the 115.4 for the shift group. By field of practice of health promotion activities, there were significant differences in 'self-realization' and 'nutrition' between the two groups. Conclusion : The shift group did not appear to have enough time to take care of their health. It is therefore important to provide a working environment in which nurses are encouraged to increase their interest and efforts to maintain healthy behaviors. In addition, programs for education and training should be developed to help nurses adopt healthy life styles and enhance their self-esteem.

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Dynamic Disk Striping and Data Placement Methods for Video-on-Demand Servers (주문형 비디오 서버를 위한 동적 디스크 스트라이핑과 데이터 배치 방법)

  • 이재경;이경숙;배인한
    • Proceedings of the Korea Multimedia Society Conference
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    • 1998.04a
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    • pp.10-15
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    • 1998
  • 주문형 비디오 시스템에서 저장되는 영화들의 다중 액세스를 지원하기 위해 영화들은 비디오 서버의 다수의 디스크에 걸쳐 스트라이프되고, 비디오 서버의 디스크 배열들간의 부하 불균형을 피할 뿐만 아니라 저장 공간과 장치 대역폭을 최대로 이용하기 위하여 영화의 블록들은 디스크 배열에 신중히 배치되어야 한다. 본 논문에서는 영화의 인기도를 고려한 동적 디스크 스트라이핑에 기초하는 그룹교대 라운드로빈이라는 영화 배치 방법을 제안하고, 그것의 성능을 시뮬레이션을 통하여 평가한다.

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Behavior of Piled Abutment adjacent to Surcharge Loads (측방유동을 받는 교대말뚝기초에 대한 거동분석)

  • 정상섬;서정주;장범수
    • Proceedings of the Korean Geotechical Society Conference
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    • 2000.11a
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    • pp.25-32
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    • 2000
  • In order to analyze the behavior of piled abutment adjacent to surcharge loads a numerical study was conducted. In 2D plane stalin analysis, the distribution of lateral soil movement was investigated by varying the thickness of clay layer and the magnitude of surcharge loads. In 3D analysis, the magnitude and distribution of lateral pile-soil movement were studied for different cap rigidity. Based on limited parametric studies, a simple method is proposed to identify the lateral pressure of piled abutment adjacent to surcharge loads.

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Behavior of Pile Foundation of Skewed Plate Girder Bridge with Integral Abutment (일체교대식 판형교의 사각변화에 따른 파일기초 거동분석)

  • 서혜선;이성우
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 1998.10a
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    • pp.389-396
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    • 1998
  • One solution to prevent deterioration due to expansion joint and to extend lifetime of short span bridges, is jointless integral abutment bridge. To understand behavior of pile foundation of skewed plate girder bridge with integral abutment, finite element analysis was performed for the model of different skew angle from 90。 to 50。. Comparison of stresses at pile and abutment was made for each case. It is found that effect of temperature change is major factor to influence the behavior of skewed integral abutment bridge.

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A case study on the lateral movement of bridge abutment foundation and repair methods (교대의 측방변위와 대책공법에 대한 사례연구)

  • Lee, Byung-Suk;Lee, Jae-Yeol
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.13 no.3
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    • pp.1359-1369
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    • 2012
  • In the case of using pile foundation to support bridge abutments on soft ground, the soft ground often causes serious troubles such as lateral movement of bridge abutments by lateral surcharges. In this paper, we investigated and measured the amount of strain of a bridge abutment in the south-western part of Korea. To check the stability and possibility of lateral movement of the bridge abutment, we used the four analysis methods and compared those results; lateral movement index, index for decision of lateral movement and infinite element analysis method. We performed soil and ground tests to fine the causes of the strain and lateral movement. After reviwing several types of repair methods, we suggested the anker reinforcement method along with surcharge process method as a proper repair and rehabilitation of the bridge abutment. Our investigation by through the infinite element analysis method confirmed the effectiveness of the anker reinforcement method allong with the surcharge process method.

The study on outpatient-clinic practice by shift system at a hospital in Taegu (대구지역 한 중소병원의 교대제 근무에 의한 외래진료에 관한 연구)

  • Song, Jung Hup;Kim, Jing Kyun;Ha, Young Ae;Yeh, Min Hae
    • Quality Improvement in Health Care
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    • v.1 no.2
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    • pp.44-59
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    • 1994
  • Medical consumers(patients) want evening-clinic because of busy work. For patient's convenience and improving service, hospital should accept it. Considering payment system and patient's demand, personnel expenses, hospital can not accept. The practice of shift system to accept patient's demand and hospital's economic aspect was made. To analysis the effect of the system and probability to alternative to evening clinic this study was done. This study was composed of basal study, intervention, evaluation of effect. The basal study were composed of studying demand on evening clinic, the number of beds, doctors employee, the time table of practice and work, and the number of patients at arrival time. The intervention composed of changing of practice time, changing of working time by the number of patients at arrival time, increasing of employee. The evaluation of effect were composed of evaluating the number of patient at time, the effect of shift system, the comparison of the number of in and out patients and questionnairing the practice of shift system. In the practice time at 2 shift system First team works 7-15 hours and Second team 12-20 hours. there are no lunch and supper time. At 18-20 hours the number of patients were 25-30. The number of patient a depart were 6-7. The number of out-patient increase in 13% and inpatient increase in 10% before the system. Doctors(100%), employee(94.6%), and patients(86.4%) approved this system. The advantage of this system were utilization of surplus time, lengthen the practice time, even distribution of patients and shortening of waiting time, rapid treatment of emergent patients. The disadvantage of this system were shortage of manpower, not all depart practice, continuity of practice, no lunch and supper time, irregular rounding. At present because of small Demanding on evening clinic, this shift system was economical. To succeed this study more effectively all depart in hospital participate. But because of economical reason it is impossible for hospital to do it. If the government assist the economic loss that all depart participate in this system it is very helpful for hospital to succeed in implementing this system more early.

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The Nocturnal Changes of Plasma Melatonin Concentrations in Night Shift Workers : Comparison of the Clockwise and Counterclockwise Rotational Shift. (야간 근무시의 혈장 멜라토닌의 농도 변화 : 시계 방향과 반시계 방향의 교대근무 비교)

  • Min, Soon;Kim, Mi-Seung;Im, Wook-Bin
    • Journal of Korean Biological Nursing Science
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    • v.2 no.2
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    • pp.81-89
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    • 2000
  • To determine the optimal rotational shift system, the effect of the direction of the rotational work shifting on the nocturnal rhythm of plasma melatonin were investigated in nursing students. Two groups of nine volunteers participated as experimental subjects, and two nursing students participated as a control group. The directions of the rotational work shift were as follows: CW(clockwise)-shift were rotated in the direction of day shift(3 days), evening shift(3 days), off duty(1 day) and night shift(5 days), and CCW(conuterclockwise)-shift were done in the reverse direction. Plasma melatonin concentrations was measured by radioimmunoassay. The results were as follows : The plasma melatonin levels were kept low at night and in the following morning in the CW night shift workers, whereas the level started to increase at 05 : 00 hr in two workers of four CCW shift workers. These result suggests that the shift rotation in the CW direction is more acceptable in terms of the adaptation of hormonal rhythms. These results indicate that the CCW rotation of shift work is somewhat better than CCW rotation for the adaptation to shift work on hormonal aspects in nurses.

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The Influence of Knowledge and Sleep Hygiene Performance on Sleep Disturbances Among Shift-Work Nurses (교대근무 간호사의 수면위생 지식과 수행이 수면장애에 미치는 영향)

  • Jung, Bit Na;Han, Kihye;Yoo, Hae Young;Chung, Sophia Jihey
    • Journal of Korean Biological Nursing Science
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    • v.22 no.4
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    • pp.308-316
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    • 2020
  • Purpose: This study aimed to explore the knowledge and performance of sleep hygiene among nurses with shift work schedules and examine the influence on sleep disturbance. Methods: A total of 199 shift-work nurses from a tertiary hospital were included in the study. To examine the knowledge and performance of sleep hygiene, the participants were asked to respond to a self-reported survey. To assess sleep disturbance, the General Sleep Disturbance Scale was used. Descriptive statistics and multiple linear regression were applied using the SPSS/WIN 21.0 program to analyze the data. Results: Both the knowledge and performance of sleep hygiene among nurses with shift work schedules were measured at a moderate level. Nurses' knowledge and the performance of sleep hygiene was not significantly associated with sleep disturbance, whereas age, experience with shift-working, and perceived health status were significantly associated. Conclusion: Strategies for providing more accurate information and motivating better sleep hygiene would help to enhance sleep hygiene in nurses with shift work schedules. Further studies examining the association of knowledge and the performance of sleep hygiene with sleep disturbances in nurses with shift work schedules are needed.