• 제목/요약/키워드: in-place tests

검색결과 387건 처리시간 0.026초

지중송전관로 유동화 뒷채움재의 시공성 평가 (Evaluation of Construction Applicability for Slurry Backfill Materials of Underground Power Cable)

  • 김대홍;조화경;오기대;이대수
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.1068-1075
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    • 2006
  • Flow-able backfill is known as soil-cement slurry, void fill, and controlled low-strength material (CLSM). The benefits of CLSM include reduced equipment costs, faster construction, re-excavation in the future, and the ability to place material in confined spaces such as narrow parts nearly impossible for compaction or perimeter of underground power cables. A review of some recent full-scale tests carried out by KEPRI on slurry backfill materials for application in underground power cable was presented. Based on this research, applicability was assessed and compare to results of laboratory tests for improved slurry materials with optimal mixture contents.

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온, 열간 단조의 구성방정식에 관한 연구 (A Study on Constitutive Equations for Warm and Hot Forging)

  • 강종훈;박인우;제진수;강성수
    • 한국정밀공학회지
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    • 제15권9호
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    • pp.75-81
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    • 1998
  • Simulations of warm and hot forming processes need reliable expressions of flow stress at high temperatures. To get flow stress of the materials usually tension, compression and torsion tests are conducted. In this study, hot compression tests were adopted to get flow stress of medium carbon steel. Experiments have been conducted under both isothermal, near constant strain rate in the temperature ranges 650~100$0^{\circ}C$. Phase transformation takes place by temperature changes for steels in hot and warm forging stage. So Constitutive equation are formulated as the function of strain, strain rate and temperature for isothermal conditions and phase transformation.

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정착부 콘크리트 앵커시스템의 설계방법 적합성 평가 (Assessment of Design Methods for the Anchorage Systems Fastening to Concrete)

  • 윤영수;박성균;이성규;김상윤;이상국
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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    • pp.425-428
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    • 1999
  • This paper presents the evaluation of behavior and the prediction of tensile capacity of anchors that fail concrete, as the design basis for anchorage. Tests of cast-in-place headed anchors, domestically manufactured and installed in uncracked, unreinforced concrete are performed to investigate the behavior of single anchors and multiple anchors with the consideration of various embedment lengths and edge distances.

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연면방전의 특성과 절연체의 영향 및 그 응용 (A Study on the Effects of Insulating Material Barrier on the Surface Creepage over Discharge)

  • 이승원
    • 전기의세계
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    • 제19권2호
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    • pp.12-17
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    • 1970
  • In the design of electrical equipment insulation, it is customary to place pressboard and other insulating material at right angle to the electrical discharge path, which is based on the insulation tests performed on equipment under various conditions such as types of insulation, applied voltage and other unique situations. Since electrical equipment manufacturing started only recently, there is a scarcity of available data on insulation problems, which make it difficult for the design engineers. The author untook this study to provide such analytical design data for various conditions based on the experiment conducted on the equipment being manufactured, thus reducing possible errors in the process.

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통신 회선 접속 장비의 성능 및 품질평가 (Performance and Quality Evaluation of the Dial Up Network Modem)

  • 이석훈;이상설;강희정
    • 산업경영시스템학회지
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    • 제16권28호
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    • pp.181-186
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    • 1993
  • The objective of this paper is to present a method for synthetic performance and quality evaluation of dial up network modem in users place. In the past, universally recognized criteria have not been available to model switched network modem performance. Reasonable assurance of modem performance on the public switched telephone network by standardized test channel which is suggested by ELA(Electronic Industries Association). These tests of modem from a variety manufacturers more reflective of actual performance on the network.

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Cavitation studies on axi-symmetric underwater body with pumpjet propulsor in cavitation tunnel

  • Suryanarayana, Ch.;Satyanarayana, B.;Ramji, K.;Rao, M. Nageswara
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제2권4호
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    • pp.185-194
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    • 2010
  • A pumpjet propulsor (PJP) was designed for an underwater body (UWB) with axi-symmetric configuration. Its performance was predicted through CFD study and models were manufactured. The propulsor design was evaluated for its propulsion characteristics through model tests conducted in a Wind Tunnel (WT). In the concluding part of the study, evaluation of the cavitation performance of the pumpjet was undertaken in a cavitation tunnel (CT). In order to assess the cavitation free operation speeds and depths of the body, cavitation tests of the PJP were carried out in behind condition to determine the inception cavitation numbers for rotor, stator and cowl. The model test results obtained were corrected for full scale Reynolds number and subsequently analyzed for cavitation inception speeds at different operating depths. From model tests it was also found that the cavitation inception of the rotor takes place on the tip face side at higher advance ratios and cavitation shifts towards the suction side as the RPS increases whereas the stator and cowl are free from cavitation.

실대형 재하시험을 통한 슬래브궤도 노반의 연직토압 평가 (Assessment for Vertical Earth Pressure of Roadbeds Applied to Slab Track Structure by Real-scale Loading Tests)

  • 이태희;이진욱;원상수;이성혁
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.2057-2063
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    • 2011
  • Recently, concrete slab track is mostly used to satisfy requirements for safety of high-speed train operation and economical efficiency of maintenance. Due to structural characteristics of ballast track structures, roadbeds under the ballast experience a state of high stress. In case of slab track structures, however, its roadbeds place on a condition of low stress less than roadbeds of ballast track structures as increasing of the loading area. In this study, vertical earth pressure under slab track structures was investigated through real-scale loading tests and theoretical analysis to compare with each other.

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CFRP 복합재의 적층방향에 대한 마찰 및 마모 특성 (Friction and Wear Characteristics of Carbon Fiber Reinforced Composites against Lay-up Orientation)

  • 고성위;최영근
    • 동력기계공학회지
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    • 제9권2호
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    • pp.57-64
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    • 2005
  • This paper is the study on dry sliding wear behavior of carbon fiber reinforced epoxy matrix composites against lay-up orientation. Tests were investigated on the effect of the lay-up orientation, fiber sliding direction, load and sliding velocity when circumstance keep continuously at $21^{\circ}C$, 60%RH. Pin-on-disk dry sliding wear tests for each experimental condition were carried out with a carbon fiber reinforced plastic pin on stainless steel disk in order to search the friction and wear characteristics. The wear rates and friction coefficients against the stainless steel counterpart were experimentally determined and the wear mechanisms were microscopically observed. The effect on friction and wear behavior are observed differently, according to various conditions. When sliding took place against counterpart, the highest wear resistance and the lowest friction coefficient were observed in the $[0]_{24s}$ lay-up orientation at anti-parallel direction.

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세라믹 코팅 Al 부스바의 전기적 특성 연구 (Study on Electrical Properties of Ceramic Coated Al Bus Bar)

  • 백승명;곽민환;곽동순
    • 전기학회논문지
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    • 제66권11호
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    • pp.1647-1650
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    • 2017
  • Bus bars are used in place of cables because they can carry more electrical energy with the same volume of conductors. This paper deals with the electrical properties of ceramic coating material for busbars. A ceramic coated samples were prepared for the electrical properties test. There are two types of samples. One is a sample without degradation, and the other is a sample degraded for 30 days. Four electrical properties tests were carried out in accordance with domestic standards. Four electrical characteristics tests are AC dielectric breakdown, V-t, lighting impulse dielectric breakdown, and discharge arc. Both samples showed excellent electrical properties, and the ceramic coating material is very good insulating materials for bus bar.

인터넷을 이용한 가상 토질 실험실 (Development of a Web-Based Soil Laboratory)

  • 이규환;이송;정대석
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2002년도 봄 학술발표회 논문집
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    • pp.445-452
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    • 2002
  • In the field of civil and geotechnical engineering, students conduct a variety of soil tests to fulfill undergraduate soil mechanics course requirement. There is a range of problems in soil laboratory instruction, such as, some students not getting hands on experience of conducting tests because of inadequate number of apparatus, time constraints and inability in exciting students to seriously conduit the experiments, However when these laboratory soil tests are simulated with multimedia interaction ann visualization techniques, the students conceptual understanding of soil mechanics is enhanced. The simulation program for website teaching is a computer based instructional package intended to complement, and potentially replace, some physical testing in a real soil laboratory. The overall aim of this project is to develop an experimental simulation program toward active learning and development of critical thinking skills, including data interpretation, understanding of the precesses and influential factors, and problem solving. Therefore enable students to access website to team experimental procedure at any time or place.

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