• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.20 no.2
• /
• pp.203-211
• /
• 2008

More recently, the massive marine bridges in a ship passage have been constructed on the sea. Therefore, the ship impact protection for the bridge-piers are installed to consider the possibility of vessel collision danger. Due to the ship impact protection, the pier-scour characteristics are changed in comparison with the condition without the ship impact protection (SIP). In this study, the physical modeling for the Incheon Sea-Crossing Bridge was performed to analyze the pier-scour characteristics with respect to the vessel collision protection. The rigid and movable bed tests were conducted to evaluate the flow pattern, scour depth, and scourhole with and without the ship impact protection. The experimental results for the maximum scour depth is increased 0.24 m in W1 pier at the same location and 2.4 m in W2+3+4 piers due to the SIP installation. Especially, the maximum scour depth in W2+3+4 piers was occurred around the SIP.

• Journal of the Korean Geotechnical Society
• /
• v.34 no.10
• /
• pp.29-38
• /
• 2018

The slime formed at the bottom of the borehole causes the excessive displacement and loss of the bearing capacity of the drilled shaft. In this study, the slime meter is developed for the evaluation of the slime based on the electrical properties of the fluid and the slime in the borehole. The slime meter is composed of a probe instrumented with electrodes and temperature sensor and a frame with rotary encoder, so that the slime meter profiles the electrical resistivity compensated with temperature effect along the depth. For the application of the slime meter, three field tests are conducted at a borehole with a diameter of 3 m and a depth of 46.9 m with different testing time and locations. For all the tests, the experimental results show that while electrical resistivities are constantly measured in the fluid, the electrical resistivities sharply increase at the surface of the slime. Therefore, the slime thicknesses are estimated by the differences in the depths of the slime surface and the ground excavation. The experimental results obtained at the same testing point with different testing time show that the estimated thickness of the slime increases by the elapsed time. Also, the estimated slime at the side of the borehole is thicker than that at the center of the borehole. As the slime meter estimates the slime in the borehole by measuring the electrical resistivity with simple equipment, the slime meter may be effectively used for the evaluation of the slime formed at the bottom of the borehole.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2005.05b
• /
• pp.1036-1039
• /
• 2005

하상유지시설의 하류에 설치되는 바닥보호공은 국내의 경우 일반적으로 사석(riprap)이나 돌망태(gabion mattress) 등을 이용하여 시공되고 있으며, 바닥보호공에 사용되는 재료는 유속에 따라 적절한 입경의 재료를 결정하여 사용하게 된다. 1970년대 중반부터 적절한 하상보호공 재료를 결정하기 위한 연구는 사석, 돌망태, 콘크리트 보호 블록 등에 대하여 순차적으로 이루어져 왔다, 초기 연구는 주로 사석에 대해서 이루어졌으며, 중량과 유속 관계를 이용하여 사석 입경 결정 공식을 제안하였으며, 점차 수심 및 하상 경사, 난류 강도 등을 고려하여 재료 입경 결정 공식을 정밀화시켜왔다. 공식에 난류 강도를 고려하기 시작하면서, 단순한 하상보호공 재료를 결정하기 위해서 제안되었던 공식들은 하천 구조물 하류에 설치되는 바닥보호공으로 관심의 대상이 옮겨가기 시작하였다. 기존의 공식들이 일반적인 평탄한 하상보호공으로부터 구조물 하류의 바닥보호공 까지 그 적용이 확장되었던 반면에, Escarameia와 May는 연구의 대상을 수리구조물 하류의 강한 난류 흐름이 발생하는 구간으로 범위를 한정하여 연구를 진행하였으며, Izbash 형태의 식을 기초로 하여, 난류 강도가 주요 변수가 되는 입경 결정 공식을 제안하였다. 본 연구에서는 Escarameia와 May의 연구 결과를 기초로 하여, 국내 하상유지시설 하류에 설치되는 사석 바닥보호공 재료의 입경을 결정하기 위한 실험을 수행하였다. 하천설계기준을 만족하는 실험용 보를 설치한 후 유량 및 실험에 사용된 사석의 입경을 변화시키면서, 유속을 측정하여, 입경별 한계 유속(threshold velocity)의 상관관계를 분석하였다. 실험 결과, Escarameia와 May가 제안한 공식을 더 확장하여 적용할 수 있는 실험 공식으로 개선하였으며 다양한 조건에 대한 실험을 수행하여 보다 정밀한 공식으로 개선할 수 있었다.$10,924m^3/s$ 및 $10,075m^3/s$로서 실험 I의 $2,757m^3/s$에 비해 통수능이 많이 개선되었음을 알 수 있다.함을 알 수 있다. 상수관로 설계 기준에서는 관로내 수압을 $1.5\~4.0kg/cm^2$으로 나타내고 있는데 $6kg/cm^2$보다 과수압을 나타내는 경우가 $100\%$로 밸브를 개방하였을 때보다 $60\%,\;80\%$ 개방하였을 때가 더 빈번히 발생하고 있으므로 대상지역의 밸브 개폐는 $100\%$ 개방하는 것이 선계기준에 적합한 것으로 나타났다. 밸브 개폐에 따른 수압 변화를 모의한 결과 밸브 개폐도를 적절히 유지하여 필요수량의 확보 및 누수방지대책에 활용할 수 있을 것으로 판단된다.8R(mm)(r^2=0.84)$로 지수적으로 증가하는 경향을 나타내었다. 유거수량은 토성별로 양토를 1.0으로 기준할 때 사양토가 0.86으로 가장 작았고, 식양토 1.09, 식토 1.15로 평가되어 침투수에 비해 토성별 차이가 크게 나타났다. 이는 토성이 세립질일 수록 유거수의 저항이 작기 때문으로 생각된다. 경사에 따라서는 경사도가 증가할수록 증가하였으며 $10\% 경사일 때를 기준으로 $Ro(mm)=Ro_{10}{\times}0.797{\times}e^{-0.021s(\%)}$로 나타났다.천성 승모판 폐쇄 부전등을 초래하는 심각한 선천성 심질환이다. 그러나 진단 즉시 직접 좌관상동맥-대동맥 이식술로 수술적 교정을 해줌으로써 좋은 성적을 기대할 수 있음을 보여주었다.특히 교사들이 중요하게 인식하는 해방적 행동에 대한 목표를 강조하여 적용할 필요가 있음을 시사하고 있다.교하여 유의한 차이가 관찰되지 않았다. 또한 HSP 환자군에서도

• Journal of Navigation and Port Research
• /
• v.40 no.6
• /
• pp.459-468
• /
• 2016

The decreasing number of import and export containers is causing a problem with container circulation. In particular, this problem has reached a serious level in the Gyeongin area. Empty containers are accumulating in the Gyeongin container yard, where most of the returned containers are stored. In order to improve the empty container return problem at Gyeonhin, this study analyzes the actual situation and the empty container return process. A preference survey was conducted to suggest solutions from the perspective of users rather than shippers. A logistics company's data was analyzed to identify the inefficient cost structure in the Gyeongin area. The results show that the empty container return problem in Gyeongin is becoming more and more serious. To solve this problem, this paper proposes reestablishing functions at the Incheon Port, and securing a third new storage terminal in the Gyeongin area. Finally, an efficient empty container circulation system is presented. It will also be necessary to prepare laws and institutions to ensure these solutions.

• Korean Journal of Construction Engineering and Management
• /
• v.16 no.1
• /
• pp.110-118
• /
• 2015

The standard production unit system is the most basic element in our country construction. However, this standard production unit system shows a large difference in the actual amount of labor input for works at the Apartment housing construction, Therefore, it may be a reasonable alternative to estimate the cost of construction by historical cost data, works will be calculated the cost of labor must determine the exact amount and It is necessary to determine the exact amount of labor input for the construction progress management. This study examines the results of comparing the standard production unit system and the actual amount of labor counting in apartment housing construction was completed in the metropolitan area since 2000, the following results were obtained. the actual amount of labor input are looked for 1.184person/1000 of masonary, $0.084persons/m^2$ of plaster, $0.039persons/m^2$ of Waterproofing, $0.059persons/m^2$ of tile at the Apartment housing construction. in the actual amount of labor counting Compared with standard production unit system, masonry ratio of 59.8%, plaster ratio of 41.3%, waterproofing ratio of 31.5%, tile ratio of 34.3% and The labor rate in the works was the lowest in the plaster. was relatively high in the masonary. Therefore, the amount of labor country apartment housing construction is preferably calculated on historical cost data. But it seems that the amount of labor necessary complement ongoing close enough to the actual standard production unit system a major variable in construction management.

• Clinical and Experimental Reproductive Medicine
• /
• v.24 no.2
• /
• pp.225-232
• /
• 1997

폐색성 혹은 비폐색성 무정자증에서 부정소 정자채취법 등이 부적절하다고 여겨질때는 정소 조직을 일부 절제하여 그 조직으로부터 정자를 직접 채취하게 되는데 일반적으로 이렇게 정소로부터 추출한 정소정자는 운동성이 전혀 없거나 매우 약한 운동성을 보이는 경우가 많다. 본 연구의 목적은 이러한 정소정자를 Vero cell과 공배양을 시킴으로써 운동성을 획득시키거나 향상시키고 이를 수정시키는 시기까지 지속시킴으로써 정소정자추출술 (TESE)을 시행하는 환자나 의료진들에게 보다 편안하고 융통성있는 시간대를 부여하고, 아울러 정자직접주입술 (ICSI)을 보다 용이하게 하여 성공적인 수정률과 임신율을 얻음에 있다. 또한 ICSI를 시행한 후, 운동성이 향상된 잉여의 정소정자를 냉동보존함으로써 차후에 TESE을 다시 시행치않고도 시험관 아기 시술을 시도할 수 있는 부가적인 잇점도 있다고 할 수 있다. 대상환자군은 정관폐색증(n=11) 혹은 비정관폐색증(n=2)을 보이는 13명의 무정자증의 남성불임환자였으며 난자회수예정일 3일전에 TESE를 시행하여 정소정자를 얻은 후 이를 정자직접주입술이 시행되는 당일까지 Vero cell과 공배양을 실시하였다. Vero cell과의 공배양에 의하여 운동성이 있는 정소정자의 수는 공배양전과 비교하여 평균 3.3배가 증가하였으며, 특히 공배양전에 운동성이 있는 정소정자의 수가 50,000/ml이하의 미약한 운동성만을 보였던 경우 (n=5)에는 공배양 후에 운동성이 있는 정소정자 수의 평균증가율이 7.7배였다. 공배양전 정자운동성이 전혀 없었던 2례의 비정관폐색증환자중 3일간의 공배양을 통하여 1례에서 운동성을 획득한 정소정자를 얻을 수 있었으며 (14,300/ml), 정자직접주입술을 통하여 성공적인 수정 및 임신에 도달할 수 있었다. Vero cell과 공배양을 하고 ICSI했던 결과, 평균 수정률은 75.0% 이었으며 임신율은 61.5%였다.

• Journal of the Korean Society for Heat Treatment
• /
• v.37 no.4
• /
• pp.155-162
• /
• 2024

SCr420H steel which is commonly utilized for automotive components requires the carburizing heat treatment process. Abnormal grain growth during this treatment significantly affects the mechanical properties of the steel parts. Consequently, a process designed to prevent abnormal grain growth at certain elevated temperatures is essential. For enhanced grain refinement, we considered the addition of Nb in SCr420H steel. The experimental condition of the carburizing heat treatment involved reheating the steel sample to temperatures between 940℃ and 1080℃. Using scanning electron microscopy, we examined the microstructure of specimens treated with the secondary solution, revealing an organization of bainite and ferrite. Transmission electron microscopy was utilized to determine the type, shape, and size of the carbonitrides, showing a high fraction of AlN at the secondary solution treatment temperature of approximately 1050℃ and of (Nb,Ti)(C,N) around 1200℃. AlN particles measured about 100 nm and (Nb,Ti)(C,N) about 50 nm. Optical microscopy was utilized to assess grain size variations at different secondary solution treatment temperatures. It is noted that the temperature at which abnormal grain coarsening occurred rose with increasing secondary solution treatment temperatures, indicating a greater influence of (Nb,Ti)(C,N) with higher heat treatment temperatures. This research provides reference data for preventing abnormal grain growth in Nb-added low alloy steels undergoing carburizing heat treatment.

• Journal of the Korean Society for Heat Treatment
• /
• v.37 no.4
• /
• pp.163-171
• /
• 2024

SCR420H steel is a low-carbon chromium alloy steel designed for carburizing heat treatment. Recently, research is being conducted on high-temperature carburization heat treatment to reduce costs and CO₂ emissions by shortening the carburization time to meet the international carbon neutral policy. However, this high-temperature carburization heat treatment coarsens the steel grains and causes a decrease in mechanical properties. In this study, a large amount of Ti was added to increase the grain refinement effect in the high-temperature carburizing process. We investigated the microstructure and precipitates of SCR420H steel without Ti (Al steel) and with Ti (AlTi steel). Thermodynamic calculations showed that the AlN and (Ti,Nb)(C,N) precipitated in Al steel, while (Ti,Nb)(C,N) and Ti₄C₂S₂ precipitated in AlTi steel. Addition of Ti increases the fraction of bainite after reheating process. Transmission electron microscopy analysis shows that small amounts of AlN and (Ti,Nb)(C,N) precipitates are formed in the Al steel. The addition of Ti increases the density of (Ti,Nb)(C,N) precipitates and induces the formation of Ti₄C₂S₂ precipitates, increasing the grain coarsening temperature (GCT) under all heat treatment conditions. Higher reheating temperatures also resulted in higher GCT values due to increased precipitation.

• Journal of Soil and Groundwater Environment
• /
• v.8 no.3
• /
• pp.74-85
• /
• 2003

To increase the yield from groundwater wells in various rock types by hydrofracturing, tests of 12 wells were carried out as a part of sustainable groundwater development and artificial recharge project. Test wells are selected 5 wells in Jurassic granites, 2 wells in Cretaceous volcanics, 4 wells in Cretaceous sedimentary rocks and one well in Pre-Cambrian gneiss. The results show that specific capacity of II wells increased about 7% to 366%, while a well in Cretaceous sedimentary rock decreased about 43.4% owing to plugging of fault clay. Meanwhile, impact distances influenced due to hydrofracturing ranged from 5.4 m to 82.7 m from the test wells, actual drawdown data measured during the pumping test after hydrofracturing are more or less decreased and reveals balanced drawdown.

• Tunnel and Underground Space
• /
• v.10 no.2
• /
• pp.237-248
• /
• 2000

Based on the preliminary results from the therm analysis, which is currently carrying, three-dimensional computer simulations using a finite element code, ABAQUS Ver. 5.8, were designed to determine the mechanically stable cavern and deposition hole spacing. Linear elastic modeling for the cases with different cavern and deposition hole spacing were carried out under three different in situ stress conditions. From the simulations, the response of the rock to the stress redistribution after the excavation of the openings could be investigated. Also the optimum cavern and deposition hole spacing could be estimated based on the factor of safety. When the in situ stress determined from the actual stress measurements in Korea were used, the case with cavern spacing of 40m and deposition hole spacing of 3m was in very stable condition, because the factor of safety was calculated as 3.42., When the in situ stress conditions for Sweden and Canada were used, the previous case, they seem to be in stable condition, since the factors of safety are still higher than 1.0. From these results, it was concluded that the rock will not fail even after the stress redistribution.