• 제목/요약/키워드: Installation depth

검색결과 359건 처리시간 0.033초

항타공식의 신뢰도 (Reliability of Pile Driving Formula)

  • 박영호;김경석
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1999년도 봄 학술발표회 논문집
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    • pp.209-216
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    • 1999
  • Prefabricated piles used for construction of highway bridges are most of steel pipe piles and few of prestressed concrete piles. Its installation and inspection are less controllable and have much uncertainty due to changes in subsoil and groundwater conditions. However, most of these piles have been controlled using outdated pile driving formula such as Hiley's formula which models just the energy conservation due to its simple applicability in the field. This formula results in overstriking or sometimes understocking due to buckling of pile head. Engineers cannot ensure by the formula whether pile is installed properly. To compensate the drawbacks of excising pile formula, parameters in Hiley's formula and 55 formula are reviewed. Final sets used in pile formula and PDA test results(E.O.I.D) are measured during pile driving along the depth. These measured results along the depth were compared with each other and with N values, so that relations between the each result could be inferred. Also the factor of safety which can be used for pile driving formula are suggested.

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수치 시뮬레이션을 이용한 수직밀폐형 지열시스템의 채열특성에 관한 연구 (Study on the characteristic of heat exchange for vertical geothermal system using the numerical simulation)

  • 남유진;오진환
    • 한국태양에너지학회 논문집
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    • 제34권2호
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    • pp.66-72
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    • 2014
  • Ground source heat pump system can achieve high efficiency of performance by utilizing annually constant underground temperature to provide heat source for space heating and cooling. Generally, the depth of constant-temperature zone under the ground depends on surface heat flux and soil properties. The deeper the ground heat exchanger is installed, the higher the heat exchange rate can be acquired. However, in order to optimally design the system, it is necessary to consider both the installation cost and the system performance. In this study, performance analysis of ground source heat pump system according to the depth has been conducted through the case study.

축류팬의 성능 평가 및 주변 유동 특성 (Performance and Flow Characteristics of Axial Fan)

  • 김재원;정윤영
    • 설비공학논문집
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    • 제12권11호
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    • pp.972-981
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    • 2000
  • Comprehensive work is done for flows by an axial fan by experimental research. The present model fan is used for air handling device for out-door unit of an air conditioner in home appliance. PIV(Particle Image Velocimetry) system and wind tunnel are adopted for measurements of flows and performance evaluation, respectively. Major experimental conditions are the installation depth of a fan into a bellmouth of it. Optimal position of a fan in an inlet guide tube is observed by examination of fan-performance and flows in both upstream and downstream of the fan. Consequently, in the case of the fan inserted in half depth into the inlet tube, the efficiency of fan shows its maximum value and flow patterns is also streamlined.

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유무선송수신을 이용한 심층혼합처리공법 수직도 및 심도 자동측정에 관한 연구 (Wire and Wireless Transmitting-Receiving Set for Vertical Angle and Depth Measurement of Deep Mixing Method)

  • 한우선;유찬;한만복
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2002년도 가을 학술발표회 논문집
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    • pp.629-634
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    • 2002
  • Demands for the automatic measurement on angle and depth of equipment were arisen for the better construction in deep mixing method and grouting method. Civil, geotechnical, electronic, and communication experts worked together for the development of automatic measuring devices using wire and wireless transmitting-receiving set. The results on the development of automatic devices in an industrial installation will be presented.

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A Retrospection on Foundation Design of Taipei 101

  • Chin, Chung-Tien;Chao, Hsiao-Chou;Chang, Der-Wen
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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    • pp.145-156
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    • 2009
  • Large diameter bored pile was selected as the foundation type for Taipei 101. The pile construction method and specific construction procedures were determined based on the results of trial installation and pile load tests. The baseline for foundation design was established using the friction versus depth characteristics of each ground layer obtained from the pile load tests. As the ground profile and depth to the top of rock formation varied significantly on this site, the pile length, bearing capacity and settlement for single pile were analyzed using the information interpreted from adjacent boreholes. The post grouting at pile tip was mandatory for pile construction. Nevertheless, it was treated as a measure reducing the influence of construction uncertainties and providing extra safety for the foundation system.

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CFD모사를 이용한 저수지 물순환장치 유동 설계 (Design of convection current circulation system in reservoir using CFD simulation)

  • 이요상
    • 환경영향평가
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    • 제21권1호
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    • pp.133-142
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    • 2012
  • Convection Current Circulation System(CCCS) in stratified reservoir controls development of anaerobic condition and algal bloom during summer. In order to increase the CCCS effectiveness, we analyze diverse design parameters to make optimize the flow pattern in reservoir. In this study, we interpret the internal flow with installation and operation condition of CCCS based on CFD in reservoir. Design variables of CCCS is reservoir depth, stratification strength, distance of between CCCS and so on. Since reservoir depth and stratification strength in variables is depending on natural phenomenon, we evaluated current circulation effect by distance of CCCS and proposed the optimal design condition using CFD simulation. Flow and diffusion changes in water body was assessed by temperature and dye test. Changes in water floor temperature at 40m intervals was slowly descending over 37 hours. Dye diffusion simulation at 60m intervals, the radius of the spread between two devices were overlapped after 12 hours.

원거리 물체의 3차원거리 측정시의 파라미터 보정된 거리측정시스템 (Distance measurement system compensated parameters for extraction of 3D distance)

  • 김종만;김영민;김원섭;황종선
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2005년도 하계학술대회 논문집 Vol.6
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    • pp.605-606
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    • 2005
  • Depth error correction effect for maladjusted stereo cameras with calibrated pixel distance parameter is presented. Intra and extra parameters should be obtain to determine the relation between image and world coordination through experiment. One difficulty is in camera alignment for parallel installation: placing two CCD arrays in a plane. If the pixel distance parameter which is one of intra parameter is calibrated with known points, such error can be compensated in some amount. Such error compensation effect with the calibrated pixel distance parameter is demonstrated with various experimental results.

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광섬유 센서를 이용한 지중 열교환기 시스템 온도 모니터링 (Fiber optic distribution temperature sensing in a borehole heat exchanger system)

  • 심병완;이영민;김형찬;송윤호
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2006년도 춘계학술대회
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    • pp.451-454
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    • 2006
  • Fiber optic distributed temperature sensing and thermal line sensor are applied in an observation borehole and a loom deep borehole heat exchanger. For the case of permanently installed system fiber optic DTS is very useful. By comparing with TLS, fiber optic DTS shows good accuracy and reliability. Ground water flow can give influences at heat exchange rate of the heat pump system. According to the hydraulic characteristics and temperature-depth profile, we consider that temperature-depth profile do not seem to be dependent on ground water flow. A permanent installation of fiber optic cable is expected as a reliable temperature measurement technique in a borehole heat exchanger system.

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Theoretical resistance in cylindrical electrodes with conical tip

  • Hong, Chang-Ho;Kim, Jin-Seop;Chong, Song-Hun
    • Geomechanics and Engineering
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    • 제30권4호
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    • pp.337-343
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    • 2022
  • The electrical resistivity method is a well-known geophysical method for observing underground conditions, (such as anomalies) and the properties of soil and rock (such as porosity, saturation, and pore fluid characteristics). The shape of electrodes used in an electrical resistivity survey depends on the purpose of the survey and installation conditions. Most electrodes for field applications are cylindrical for sufficient contact with the ground, while some are conically sharpened at their tips for convenient penetration. Previous study only derived theoretical equations for rod-shaped electrodes with spherical tips. In this study, the theoretical resistance for two cylindrical electrodes with conical tips is derived and verified experimentally. The influence of the penetration depth and tip on the measurement is also discussed.

강재 수문의 부재 위치 및 설치 방향에 따른 상대 부식속도 평가 (Evaluation of Relative Corrosion Rate depending on Local Location and Installation of Structural Member in Steel Water Gate)

  • 하민균;정영수;박승훈;안진희
    • 한국구조물진단유지관리공학회 논문집
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    • 제23권7호
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    • pp.16-24
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    • 2019
  • 강재로 제작된 구조물의 부식량은 설치형태에 따라 상이하게 나타나므로 그에 따른 효율적인 관리가 필요하다. 본 연구에서는 강재 수문의 설치형태와 높이에 따른 부식량과 부식속도를 평가하기 위하여 설치형태와 높이에 따라 모니터링 시험체와 부식환경측정 센서를 설치하여 대기노출실험을 실시하였다. 노출기간에 따라 모니터링 시험체를 회수하여 중량감소법으로 평가된 평균부식두께와 부식환경측정센서를 통하여 계측된 갈바닉 부식전류량과의 상관관계를 이용하여 강재 수문의 설치형태와 높이에 따른 향후 부식량을 예측하였다. 본 연구 결과 수문의 가로보 수평부재는 상대적으로 가로보 스킨플레이트 부재 등의 부식손상량과 비교하면 매우 크게 발생하고 있으며, 수문 부재의 국부적 환경에 따라 부식속도가 크게 영향을 받을 수 있음을 확인할 수 있었다. 따라서 강재 수문의 국부적 부식환경 차이에 따른 부식손상 수준을 고려한 수문의 적절한 유지관리가 필요할 것으로 판단된다.