• 한국안전학회지
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• 제11권4호
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• pp.122-126
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• 1996

In this thesis, the field test results of fifty-one highway bridges were analyzed in order to Investigate the primary capacity of load of highway bridges. From this study, it was known that primary capacity of load are decreased with the serviced years, and those are small in T-beam bridges rather than I-beam bridges. And the average primary capacity of load of highway bridges is seemd about 15. 5ton in T-beam bridges and in I-beam bridges about 19.7ton.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.263-270
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• 1999

In country, for 2002 World-cup the peak is to construct soccer playground. the stabilizing method by additives is mainly applied of permanent improvement for bearing capacity of structure foundation and for strength, durability and transformation of road pavement layer except for construction machine's trafficability and bearing capacity. This study is on soft ground improvement of $\bigcirc$$\bigcirc$ world-cup stadium field. construction field constitutes of very various layers and after construction the lawn grass should be planted on the surface of the earth and in addition, chemical effects should be limited from improved ground layer. Mixing soft clay in field with three domestic representative additives, it evaluated the unconfined compression strength. In the results, after curing during 28 days the objective strength has been obtained on about 5% combination ratio.

• 조명전기설비학회논문지
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• 제27권4호
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• pp.31-40
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• 2013

This paper proposes a performance improvement of synchronous generator using exciter control with field coils parameter estimation technique. In general, the generator excitation system controller uses the PID controller. When the Field winding impedance changed, the PID gains must be changed. General method is difficult to apply varying capacity of the synchronous generator. The proposed control method determine automatically measure the internal impedance of the synchronous generator's exciter and configure the controller. This method can be applied regardless of the generator capacity. So it is possible to apply a variety of synchronous generator systems. The validity of the proposed algorithm is verified by simulations and experiments.

• 한국지반신소재학회논문집
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• 제13권3호
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• pp.31-38
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• 2014

지오그리드 감쌈 쇄석말뚝 공법은 지오그리드의 인장구속효과로 인해 연약지반에 시공된 쇄석말뚝의 지지력을 증가시켜주는 공법이다. 본 연구에서는 토목섬유 감쌈 쇄석말뚝(GESC)공법의 설계에 적용할 수 있는 토목섬유 인장저항력과 극한지지력을 산정할 수 있는 합리적인 설계법을 제안하였다. 제안된 설계방법의 적적성을 평가하기 위해 부산 경전선 연약지반 시험시공 결과로부터 산출된 GESC의 극한지지력과 설계법에의해 산정된 극한지지력을 비교 검증하였다. 연구결과 GESC 설계법에 의해 산정된 지지력이 현장시험의 지지력 보다 크게 나타나는 것으로 검토되었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.382-389
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• 2002

Recently, auger-drilled piling has been widely used in urban area to reduce the air pollution and noise. But this construction method that its basic theory was introduced from Japan may be changed depending on the each piling company and construction field condition. Therefore, the design code and management method for auger-drilled piling is not defined yet. Especially, the lack of research on the bearing capacity of auger-drilled piling leads to the absence of rational bearing capacity prediction equation. This paper presents the optimum design code and economical construction method of the auger-drilled piling by proposing the new bearing capacity prediction equation based on the site specific soil types and construction conditions. In this paper, existing bearing capacity prediction equations and current pile load tests were compared. And the end bearing capacity and skin friction characteristics were also analyzed by comparing the results of CAPWAP. From the results of analysis, a reliable bearing capacity prediction equation considered soil types is proposed.

• 한국축산시설환경학회지
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• 제8권2호
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• pp.99-106
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• 2002

This study was conducted to improve utilization efficiency of slurry and choose a suitable type of tractor power which can be attached by manure spreader in the paddy field. In the paddy field, the pulling force for the spreader was measured by using a measurement system installed between tractors with and without the spreader. The soil moisture contents at the 0${\sim}$10cm and 10${\sim}$20cm depth of test soil(SiCL) were 28.45% d.b. and 23.47% d.b., respectively in average while Cone Index at l0cm and 15cm depth were 14.5kPa and 16.2kPa, respectively. It was impossible to measure the soil moisture contents and Cone Index below 20cm depth of the soil because the hardness of the soil increased greatly. Thereafter, hard pan of the sampled soil was found at 15${\sim}$20cm depth. While the required power only for the dragged tractor was found to be 3.44kW in the test field, the required pulling powers of tractor considering the pumping were 8.48${\sim}$12.48kW, 12.19${\sim}$16.19kW, 16.96${\sim}$20.96kW, respectively for 2 tons, 3 tons, and 4 tons of tank capacity. As the tank capacity increased, the sinkage of soil were also increased to 7cm, l0cm, and 12cm, respectively for the tractors with 2 tons, 3 tons and 4 tons of tank capacity. Considering about 60% of pulling efficiency of tractor, a tractor which had lower than 25.74kW of pulling power was suitable to pull the spreader and spread the slurry simultaneously for manure spreader with 2 tons of tank capacity. 29.42kW${\sim}$36.78kW of pulling power was found to be optimum for the tractor with 3 tons of tank capacity while over 40.45kW for 4 tons of tank capacity.

• 한국지하수토양환경학회지:지하수토양환경
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• 제10권3호
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• pp.46-51
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• 2005

본 연구에서는 토양에 유출된 염소계 휘발성 유기물질의 자연저감에 대한 흡착과 미생물분해의 영향을 알아보았다. 대표적인 염소계 휘발성 유기물질인 TCA (1,1,1-trichloroethane), TCE (trichloroethylene) 및 PCE (tetrachloro ethylene)의 자연저감율을 비교하기 위해 세가지 조건에서 바이얼 실험을 수행하였다; (1) 멸균, (2) 비멸균 그리고 (3) 비멸균/탄소원첨가. 또한 각각의 조건에서 수분함량에 의한 영향을 알아보기 위해 세 가지로 적용하였다; (1) wilting point (12%, w/w), (2) field capacity (29%, w/w), (3) saturation (48%, w/w). 100일 경과 후, TCA 및 TCE는 field capacity에서 미생물에 의한 자연저감이 상대적으로 활발히 일어났다. 비멸균/탄소원 첨가 토양은 멸균한 토양에 비해 유기물질의 제거율에서 현격한 차이를 나타내었다. PCE는 미생물 및 탄소원 첨가에 의한 영향을 보이지 않았다.

• 대한지하수환경학회지
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• 제5권2호
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• pp.110-115
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• 1998

본 논문에는 매립장의 높은 침출수위를 저감시키기 위한 복토재의 기능을 분석하기 위하여 매립장의 침출수지 분석 프로그램인 HELP를 이용 복토재 및 폐기물의 수리특성인 간극률, 투수계수, 포장용수량, 위조계수, 초기함수비에 대한 침출수위의 민감도를 분석하고 흙복토재의 다짐에의한 밀도-투수계수-포장용수량의 변화, 현장 초기함수비와 포장용수량의 차가 누적 침출수위 형성에 미치는 영향을 시험 및 수치해석을 통하여 분석하였다. 민감도 해석결과 복토재와 폐기물 모두 간극률과 위조계수의 증가는 침출수위를 감소시키며 포장용수량과 투수계수의 증가는 침출수위를 증가시키는 것으로 나타났으며 침출수위에 영향을 크게 미치는 인자는 복토재의 경우 투수계수, 페기물의 경우는 간극률, 포장용수량, 초기함수비인 것으로 나타났다.

• 한국도로학회논문집
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• 제8권4호
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• pp.75-85
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• 2006

포장하부구조의 지지력을 평가하기 위해 많이 사용되는 방법은 평판재하시험(Plate Bearing Test) 현장 CBR시험(California Bearing Ratio Test) 등이 있으나, 시험을 수행하는데 있어 많은 인력과 시간이 소비되는 단점이 있어, 많은 연구자들은 현장에서 포장하부구조의 강성을 측정할 수 있는 간편한 방법으로 동적 콘 관입시험(Dynamic Cone Penetrometer Test)을 제안하였다. 이에 본 연구에서는 DCP의 현장적용성을 평가하기 위해, 총 4개 현장의 노상층과 보조기층에서 DCP, 평판재하시험, 현장CBR시험, FWD시험을 동시에 수행하여 그 결과를 상호 비교 분석하였다. 그 결과 DCPI, $M{FWD},\;PBT\underline{\;}K_{30}$은 서로 일정한 상관관계가 존재하는 것으로 나타났으나, CBR은 다른 결과 값들과 비교한 결과 상관관계가 매우 낮은 것으로 나타났다. 본 연구에서는 이 결과로부터 $DCPI-M_{FWD},\;DCPI-PBT\underline{\;}K_{30}$ 관계식을 다음과 같이 제안하였다. $$M_{FWD}=993.10\Big(\frac{1}{DCPI}\Big)+33.95\;R^2=0.774$ $$M_{FWD}=3.7533K_{30}+23.085\;R^2=0.69$$

• 한국작물학회지
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• 제43권3호
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• pp.194-198
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• 1998

An experiment was carried out to find out the priming effects of rice seeds, Oryza sativa L. (cv. Ilpumbyeo) on. the seedling establishment and early emergence under excess soil moisture conditions. Seeds were primed by soaking in -0.6 MPa polyethylene glycol (PEG) solution at $25^{\circ}C$ for 4 days. The primed seeds were sown in soils with various soil moistures (60, 80, 100, 120, and 140% field capacity) at 17 and $25^{\circ}C$, respectively. Germination and emergence rates, plumule height, and radicle length of primed seeds were higher than those of untreated seeds at any soil moisture and temperature examined. The time from planting to 50% germination ($T_{50}$) of primed seeds was less than that of untreated seeds by 0.9～3.7 days. Germination rate, emergence rate, plumule height, and radicle length were highest at the soil moisture of 80% field capacity among the soil moistures. Priming effects of rice seeds on germination and emergence rates were more prominent under the unfavorable soil moistures (60, 100, 120, and 140% field capacity) than those under the optimum soil moisture condition (80% field capacity). However, priming effects on seedling growth were greater at near optimum soil moisture compared with too lower or higher soil moistures. Therefore, these findings suggest that priming of rice seeds may be a useful way for better seedling establishment under the adverse soil conditions.