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장정욱(Jang, Jeong-Wook),박춘식(Park, Choon-Sik),하주화(Ha, Joo-Hwa),정연인(Chung, Youn-In) 한국해안해양공학회 2005 한국해안해양공학회 논문집 Vol.17 No.2
본 연구는 국내 토질특성에 적합한 Cone관입 시헙법 제정의 기초자료를 제공할 목적으로 수행되었으며, 부산 점토를 이용하여 정적 액성한계시험과 동적 액성한계시험의 상호관계를 규명하고자 하였다. 또한 정적 액성한계시험법에 있어서는 일본 규정과 영국 규정에 의한 시험을 동일 시료에 대하여 각각 수행하여 비교 검토하였다. 그 결과 다음과 같은 결론을 얻을 수 있었다. 1) 건조상태가 다른 두 종류의 시료에 대한 동적 액성한계시험 결과, 자연시료를 사용하여 구한 액성한계 값이 노건조시료를 사용한 액성한계 값보다 4%~15% 크게 나타났다. 2) 동적 액성한계시험과 정적 액성한계시험으로 구한 액성한계 값을 상호 비교한 결과, 정적 액성한계시험으로 구한 액성한계 값이 동적 액성한계시험으로 구한 액성한계 값 보다 2%~9%크게 나타났다. 상호 관계식은 다음과 같으며, 이 결과는 Belviso et al.의 연구 결과와 일치함을 알 수 있었다. (1) WL, Fall(JIS)=0.961·WL, Cas+4.209, (2) WL, Fall(BS)=0.969·WL, Cas+5.024, (3) 3) 정적 액성한계시험에 있어서 BS 규정과 JIS 규정으로 산출된 액성한계 값을 상호 비교한 결과, BS규정에 의해 산출된 액성한계 값이 JIS규정에 의해 산출된 액성한계 값보다 약 3% 크게 나타났다 (4) 상호 관계식은 다음과 같다. (5) WL, Fall(BS)=0.976WL, Fall(JIS)+2.638 This study, Using Pusan clay, examined a relationship between Dynamic and Static Liquid Tests. The Static Liquid Tests were carried out based on BS and JIS. The results of the study are summarized as follows. (1) The result of the Dynamic Liquid Limit Test showed that the liquid limit values of Natural condition soil were greater than those of oven-dried soil by 4%~15%. (2) The liquid limit value of the Static Liquid Limit Test was greater than that of the Dynamic Liquid Limit Test by 2%~9%. The following equations show the relationship between tile two values. WL, Fall(JIS)=0.961·WL, Cas+4.209, WL, Fall(BS)=0.969·WL, Cas+5.024, (3) The liquid limit value of BS was greater than that of JIS by 1%~6%. The following equation shows the relationship between the two values. WL, Fall(BS)=0.976WL, Fall(JIS)+2.638
장정욱(Jeong-Wook Jang),김현국(Hyun-Guk Kim),이재석(Jae-Seok Lee) 한국해안해양공학회 2015 한국해안해양공학회 논문집 Vol.27 No.4
본 연구에서는 셀 구조물의 체적과 항복하중과의 상관관계를 규명하기 위하여 실내실험 및 수치해석을 수행하였다. 실험과 해석 결과 산출된 항복하중 값은 양호한 상관관계를 보였으며, 항복하중 값의 산출에 있어서 본 연구에서 수행한 유한요소 해석 기법은 타당한 것으로 검증되었다. 유한요소해석 결과, 셀 구조물의 체적 증가에 따라 항복하중은 증가되었으며 항복하중은 체적 증가비율만큼 증가하는 것으로 나타났다. Experimental and numerical analysis has been carried out in this paper to understand correlation between volume and yield of cellular bulkhead. It was firstly confirmed from these results that the conditions and parameters considered in the finite element analysis were reasonable and realistic due to the fact that the yield loads determined by the two different methods were equivalent in actual. Based on this results, a series of intensive numerical analysis has been further performed and revealed that the yield load varied in direct proportion to the change in the volume of the cellular bulkhead.
복합고분자 용액법을 이용한 TiO<sub>2</sub> 광촉매 제조 및 특성 평가
장정욱,정영근,김태오,Jang Jeong-Wook,Jeong Young-Keun,Kim Tae-Oh 한국분말야금학회 2005 한국분말재료학회지 (KPMI) Vol.12 No.4
Titanium dioxide was prepared by Polymer Complex Solution Method(PCSM) according to the mole ratio of Titanium (IV) isopropoxide(TTIP)/solvent and polymer(Poly Ethylene Glycol). Polymer electrolytes were usually made by dispersing preproduced ceramic nanoparticles in a polymer matrix. Using this method, pure and nano-sized $TiO_2$ powder was synthesized through a simple procedure and polymer entrapment route. At the optimum amount of the polymer, the titanium ions are dispersed in solution and a homogeneous polymeric network is formed. The maximum intensity of anatase phase of $TiO_2$ was achieved by calcining at $500^{\circ}C$ for 2h. The synthesized $TiO_2$ powders were nano-sized and the average size was about 50nm. Anatase/Rutile ratio of the synthesized $TiO_2$ was 70%/30%.
보조기층재로 제강슬래그가 사용된 아스팔트 포장면 불량 원인 분석
장정욱,Jang, Jeong-Wook 한국콘텐츠학회 2022 한국콘텐츠학회논문지 Vol.22 No.10
This research has focused on identifying a significant cause of the pavement cracks and irregularities of roads in Changwon city which have been constructed using steel slag, an auxiliary-based material. It is important to note that the cracks and irregularities yield logistics inconvenience, the risk of traffic accidents, and increased road maintenance costs. X-ray diffraction analysis tests have been conducted in this study on the sample collected by pavement cutting and excavating the three target roads. It is well known that the primary cause of the expansion of steelmaking slag is the hydration reaction between CaO and MaO. While the reaction of CaO is completed within a few months, that of MgO is pretty slow depending on the firing temperature. The test results reveal that the MgO content of the testing samples is approximately 47% of the total average, and that of CaO is around 14% of the total average. Hence, these results make it possible to be understood that the expansion induced by the slow hydration reaction of MgO results in road uplift in the long term, resulting in the cracks and irregularities of roads.