• Land and Housing Review
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• v.8 no.4
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• pp.233-247
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• 2017

In Europe and the USA, the use of limit state design method has been established, and the Korea Ministry of Land, Transport and Maritime Affairs has implemented the bridge substructure design standard based on the critical state. But Korean piling methods and ground conditions are different from Europe and USA, the limit state design method can not be used immediately. In this study, the resistance coefficient was proposed by comparing and analyzing the results of the static load test(9 times) and dynamic load tests(9 times of EOID and 9 times of Restrike) with the bearing capacity calculated by Meyerhof(LH design standard, Road bridge design standard) method and surcharge load method(using Terzaghi's bearing capacity coefficient and Hansen & Vesic's bearing capacity coefficient). The previous LHI study showed the resistance coefficient of the LH design standard was 0.36 ~ 0.44, and this research result showed the resistance coefficient was 0.39 ~ 0.48 which is about 8% higher than the previous study. In this study, we tried to obtain the resistance coefficient mainly from the static load test and the resistance coefficient was 0.57 ~ 0.69(Meyhof method : LH design standard) based on the ultimate bearing capacity and the resistance coefficient was 0.49 ~ 0.60(Meyhof method : LH design standard) based on the Davissons bearing capacity. The difference of the resistance coefficient between the static and dynamic load test was greater than that we expected, we proposed the resistance coefficient(0.52 ~ 0.62 : Meyerhof method: LH design standard) using the modified bearing capacity of the dynamic load test. Summarizing the result, the coefficient of resistance obtained from the static and dynamic load tests was 0.35 ~ 0.76, which is greater than 0.3 suggested by the Road bridge design standard, so the economical design might be possible using the coefficient of resistance proposed by this study.

• Proceedings of the Korean Nuclear Society Conference
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• 1995.05a
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• pp.790-795
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• 1995

합금 600의 대체 재료인 합금 690의 부식 저항성 향상을 위해 스테인리스강 등에서 내식성을 현저히 개선시켜 주는 합금 원소로 알려져 있는 Mo을 첨가하여 TT 열처리를 한 후 부식 특성과 TEM관찰을 행하여 미세 조직의 영향에 대하여 고찰하고자 하였다. TT 처리 시간이 길어짐에 따라 보다 많은 석출물들이 입계에 생성되었으며, Mo을 첨가함에 따라 입계에 탄화물 석출이 지연되었다. 양극 분극 시험, 침지시험, EPR 시험, Huey 시험 결과 소둔재에 비해 TT 처리재의 경우 내식성의 저하는 업었으며 오히려 개선되는 특성을 보였다. 또한 Mo의 함량이 증가함에 따라 탄화물 석출에 걸리는 시간이 길어져 3%의 Mo이 첨가된 합금 690 M2의 경우 예민화 현상은 15시간 TT 처리에서 관찰되었다. 응력 부식 균열 시험 결과 소둔재에 비해 TT 처리재의 응력 부식 균열 저항성이 증가하였으며 Mo의 함량이 증가함에 따라 대체적으로 응력 부식 균열 저항성도 개선되었다.

• Journal of the Korean Geophysical Society
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• v.7 no.3
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• pp.171-183
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• 2004

Electrical resistivity survey is widely used to investigate the stability of center-core type fill dam against the seepage phenomenon. In this study, we analyze the resistivity information obtained on a earth fill dam and compare it with the geotechnical SPT result. The analysis shows that the zones showing low resistivity value generally have low N value. However, some zones with high resistivity pattern do not accompany the increase of N value, and even showing low N value. These results imply that the direct identification of resistivity value to the real status of the core material of fill dam is impossible, and a highly resistive zone may be in serious status due to the effect increasing the resistivity value by the piping condition. Therefore, multiple exploration should be planned to reduce the uncertainty in application of geophysical methods to dam safety evaluation.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.38 no.9
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• pp.999-1004
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• 2014

In the present paper, the effects of initial crack location on spatial randomness of fatigue crack growth resistance (FCGR) in friction stir welded (FSWed) AA7075-T651 plates were studied. The objective of this study is to characterize the statistical properties of FCGR for three different types of initial crack location (ICL) specimens. In this work, the FCGR coefficients were treated as a spatial random process. It was found that the FCGR coefficients for all initial crack location specimens closely followed a two parameter Weibull distribution. The shape parameter of the Weibull distribution for BM-ICL specimens showed the largest value of 7.50, and that for the WM-ICL specimens showed the smallest value of 2.61. In addition, the autocorrelation functions for all the ICL specimens followed the exponential function.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• v.2
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• pp.51-54
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• 2006

최근 국내 중형급 조선소에서는 케미컬 탱커선을 주력선종으로 건조하고 있다. 하지만 선형개발 기술이 미비하여 저항감소 선형개발에 소홀하였다. 또한 기존 대형선박의 선형을 그대로 사용하기 때문에 추진효율이 떨어지고 많은 선수저항이 발생하여 선속에 큰 영향을 미치게 된다. 이에 본 연구에서는 CFD이론 해석을 통해 선형특성을 파악하고 저항감소 및 추진 효율 향상을 위해 실적선과 개발대상선의 모형시험을 통하여 선수저항 성능을 비교, 분석하여 저항감소 선수선형을 개발하였다.

• Journal of the Society of Naval Architects of Korea
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• v.34 no.4
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• pp.72-83
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• 1997

The purpose of present study is to find an appropriate hull shape of a container ship which can operate along the coast and through canals. A 200TEU class container ship is designed with dimensional modifications of an existing 140TEU container ship which is a domestic coastwise vessel. For the fore-body shape including bulbous bow. additional modification is done by changing the sectional area curve and frameline shape using the data of series resistance test. The model tests are performed in the towing tank to measure total resistance sinkage and trim of the model. And a finite-difference method based on MAC method is utilized to analyze the flow field around the ships in deep and restricted water. From the result of model test and numerical analysis, the resistance characteristics of the designed hull form are predicted.

• Proceedings of the KIEE Conference
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• 2006.07e
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• pp.5-6
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• 2006

본 시험의 목적은 수직주 및 $80^{\circ}$경사주에 대한 강도시험을 통하여 보통지선이 없는 수평지선주의 시설가능 범위를 파악하고, 전선장력에 대한 지선장력과 전주저항모멘트간의 상관관계를 실증시험을 통하여 지선 강도계산시 전주저항모멘트 적용의 타당성 여부를 조사하는 것이다. 시험결과 $2^{\circ}$이상 휘어진 전주는 지선 보강이 필요하며, 설계시 하중 작용점에 따른 전주저항모멘트는 일정한 값을 적용하여도 됨을 확인하였다. 그리고 지선강도계산식에서 전주의 저항모멘트를 고려하지 않는 것이, Y지선보다는 각 하중 작용점에 해당 불평균장력에 견디는 1조 지선을 시설하는 것이 바람직하다. 또한 보통지선이 없는 수평지선주는 지선에 작용하는 하중, 전주의 설계하중, 전주길이 및 지선의 설치위치를 고려하여 선정하여야 하여야 함을 도출하였다.

• Journal of the Microelectronics and Packaging Society
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• v.1 no.1
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• pp.51-60
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• 1994

RuO2 계 후막저항체에 사용된 유리의 입도 및 연화점이 후막저항체의 전기적 특성 에 미치는 영향을 시험하기 위하여 연화점이 서로 다른 두 종류의 유리를 제조하고 이들을 미분쇄하여 각각 세 조류의 평균입도로 분급하였다. 이 유리분말들을 이용하여 여섯 종류의 후막저항체를 제조하고 그 저항체들의 전기적 특성을 평가하고 고찰하였다. 연화점이 높은 유리로 만든 후막저항체들보다 높은 쉬트 저항을 나타냈다. 또한 후막저항체들의 쉬트 저항 및 저항온도계수는 저항체들의 미세조직과 밀접한 관계가 있음을 확인하였다.

• Journal of the Korean Geotechnical Society
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• v.36 no.9
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• pp.21-32
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• 2020

In this study, series of cyclic triaxial tests and shear velocity measurement were conducted using Pohang sand, which was taken from liquefaction observed area, to verify the liquefaction characteristics of Pohang. The cyclic resistance ratio(CRR) was derived based on the test results. A specimen was reconstituted into 40% and 80% relative density conditions and then a series of cyclic triaxial tests and shear-wave velocity measurement were conducted. As a result, the effect of particle distribution and relative density to liquefaction resistance was verified. The liquefaction resistance of Pohang sand was evaluated by comparing with other liquefaction resistance of sands from previous research. In addition, the liquefaction resistance curve from field observation data was used to verify the reliability of results from this study by measured shear-wave velocity.

• Journal of the Korean Geotechnical Society
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• v.17 no.6
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• pp.225-233
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• 2001

Field model tests were performed to develop the grid-net landfill leachate leakage detection system using electrical resistance. Electric circuit tests were also carried out to investigate the expected electrical effects of grid-net electric circuit. The resistance of leaking point showed lower value than that of non leaking point. Grid-net leakage detection system was thought to be effective to locate the leachate leaking point. The measured electrical resistance along the wire including the leaking point was slightly reduced following the reduction of electrical resistance at the leaking point, which was explained by electric circuit test results.