• 펄프종이기술
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• 제39권2호
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• pp.25-30
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• 2007

Recently the use of web offset printing has been increasing, which can provide high print speed, mass production, and high print quality. However, high speed web offset printing has frequently undergone a blistering problem when the printed paper passes through hot air dryers. Blistering occurs in the middle of the base paper or in the coating layer. This paper focused on the blistering occurring in the base paper. In order to elucidate the effect of pigment ratio on blistering, 6 types of coating color were prepared with varying GCC/clay ratios and printability and blistering were investigated focusing on structure changes in the coating layer. When the clay content in the coating layer was increased, surface roughness and surface strength were decreased and paper gloss was increased. In addition, it was found that the coating layer structure with high clay content, which contains lots of discontinuous pores, hindered water vapors to penetrate out and, as a result, blistering occurred.

• 보존과학회지
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• 제32권1호
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• pp.75-88
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• 2016

조선시대 5개 전각의 사찰벽화를 대상으로 벽체를 구성하는 토양성분에 대한 분석조사를 실시하였다. 입도분석 결과 층위에 따라 구성입자의 함량이 다르게 나타났으며, 마감층이 중벽층에 비해 중립사 이상크기 입자 분포가 다소 높은 경향을 보였다. 토양 구성광물 분석에서는 모래의 주성분인 석영(Q)의 결정상, 장석(F)의 결정상 그리고 점토 광물(C) 등 일반적인 토양과 유사한 광물 조성을 나타내어 벽체는 암석의 풍화산물로 생성된 풍화토를 사용한 것으로 보인다. 화학성분 분석 결과, 실리콘(Si), 알루미늄(Al), 철(Fe) 그리고 포타슘(K)등이 검출되었고, 토양 미세조직에서는 모래 및 점토크기의 토양입자들이 관찰되어 벽체를 구성하는 토양은 암석이 풍화되어 생성된 풍화토와 모래인 것으로 나타났다. 분석결과 벽체는 주로 황토가 사용되었고, 점토와 모래를 혼합하여 층위별 기능에 따라 제작한 것으로 확인되었다. 이번 연구를 통해 조선시대 사찰벽화의 벽체를 구성하는 재질의 특성을 파악하고, 제작기술에 관한 경향성을 제시할 수 있었다.

• 광물과 암석
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• 제33권3호
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• pp.153-163
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• 2020

우리나라 제4기 고환경 변화 특성 규명을 위하여 수원시의 편마암 및 화강암 풍화대를 피복하는 적갈색 점토-실트 퇴적물 2개 단면(~3.5 m)에 대하여 광물 및 지화학 분석을 실시하였다. 퇴적층은 광물조성과 화학조성의 수직 변화를 기준으로 4개의 퇴적층(Unit 1-4)으로 구분되었다. 최하부 Unit 1은 K-장석 함량이 높은 사질 퇴적물로서 기반암 풍화물의 기여도가 높다. Unit 2는 전이층이며, Unit 3은 적갈색 점토-실트질 퇴적물로서 총점토 함량이 평균 58%이며, 주요 점토광물은 일라이트-스멕타이트 혼합층 광물과 수산기삽입질석/스멕타이트이다. Unit 3에는 사장석이 거의 함유되어 있지 않은 반면에, 그 풍화물인 고령토 광물의 함량이 다른 층들보다 높다. Unit 4는 전반적 광물조성과 화학적 특성이 Unit 3과 유사하나, 사장석과 녹니석의 함량이 더 높고 고령토 광물의 함량은 더 낮다. 단면내 화학성분 변화를 국내 타지역 적갈색 점토-실트층과 비교한 결과, Unit 3과 4는 풍성퇴적물의 범위에 포함되었다. 이 지역 퇴적 단면에서 고환경변화는 다음과 같이 해석된다. 기반암인 편마암과 화강암 풍화물이 침식되어 주변부에 사질 퇴적물로 퇴적되어 하부층(Unit 1, 2)을 이루고, 그 위에 빙하기의 점토-실트질 풍성퇴적물층(Unit 3)이 퇴적되었다. Unit 3은 간빙기의 풍화작용으로 풍화되어 전체적으로 적갈색 토양화되었다. 그 후 다시 빙하기로 접어들면서 최상부에 풍성퇴적물층(Unit 4)이 퇴적되었다.

• 한국지반공학회논문집
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• 제33권5호
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• pp.5-13
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• 2017

샌드심(Sand seam)은 점성토 지층속에 모래층이 층상으로 존재하는 것으로 점토가 침강 퇴적하는 과정중에 하천의 범람이나 사면활동 등에 의하여 모래 성분이 유입되어 생성된 것으로 알려져 있다. 연약지반내에 샌드심이 존재할 경우 일방향 배수에서 양방향 배수가 되기 때문에 압밀시간이 단축이 가능하다 판단되어지나, 샌드심에 대해 연구가 국내외적으로 미진하여 연약지반개량 설계 시 이를 설계에 제대로 반영 못하는 실정이다. 본 연구는 샌드심에 대한 기초연구로 얇은 모래층(샌드심)이 존재하는 점토 시료에 대해 표준압밀시험과 Rowe cell을 이용한 일정변형률시험을 수행하였다. 시험을 위해 냉동법을 이용한 특별히 고안된 샌드심 제작방법을 제시하였다. 시험 결과 샌드심이 점토지반에 존재 시 압밀계수에 영향을 줌을 알 수 있었다. 샌드심의 높이가 시료높이의 0.05배 이상이면 샌드심이 충분한 배수층 역할을 하여 간극수의 배수방향이 수평방향뿐만 아니라 수직배수가 함께 진행되어 압밀이 빠르게 진행되는 것으로 나타났다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.28-35
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• 2004

Driven pile has the excellent bearing characteristics and good economics, so it is known as the comparative piling method. To use the advantages of driven pile fully, it is necessary to perform the proper construction management. Engineers must drive pile to the proper bearing layer with proper blow energy and measure the blow count and penetration per certain depth to analyze the bearing capacity and driveability. In conventional method, these parameters have been measured manually so it was difficult to get good accuracy. After PIR-D(Pile Installation Recorder-Driven Pile) was attached to the driving equipment, the hammer efficiency, blow count and penetration in blow/10cm were measured automatically. In this paper, to givethe rational judgement criteria of bearing layer, driveability, blow/10cm according to pile depth during pile driving, the some relationship between the driving resistance and ground layer distribution was analyzed. The ground investigation during piles (PHC ${\Phi}450,\;{\Phi}400\;&\;Steel\;Pile\;{\Phi}609{\ast}16t$) installation in the marine clay layer in Incheon, the sandy soil layer in Yongin and the tuff layer in Pusan was done. And measuring hammer efficiency not doing recently, we could compare hammer efficiency(Eh) by PIR-D and energy transfer ratio(ETR) by Pile Dynamic Analyzer(PDA).

• 한국환경과학회지
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• 제9권2호
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• pp.125-129
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• 2000

As one of the fundamental survey to evaluate purification capacity of pollutants at the tidal flat sediments, we studied vertical environmental characteristics in three tidal flat sediments, Chunjangdae, Eueunri and Gyewhado. These are dissmilar to external feature in each other. The results of this study may be summarized as followed; As the results of particle analysis, Eueunri tidal flat fediment located in Keum river estuary consists of 98.98% as silt & clay, Chunjangdae tidal flat sediment located in SeocheonGun consists of 97.99% as sand. And Gyewhado tidal flat sediment located in Saemankeum in Saemankeum area consists area consists of 32.81% as silt & clay and 67.19% as sand. The concentration of organic pollutants(I.L., COD, POC, PON) in Eueunri tidal flat sediment which highly content of silt & clay were 3~4 times higher than others. The concentration of organic pollutants at each layer were slightly increase goes with deepen layer. The linear correlation between I.L. and COD, POC, PON were obtained. Correlation coefficients were in range of 0.821~0.940. Also the correlation between pH and COD, POC, PON were high(>r=0.9). Filteration rate in Chunjangdae tidal flat sediment was 0.01584cm/s as mean value, but the other were almost nothing filtered off.

• 보존과학연구
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• 통권14호
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• pp.77-93
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• 1993

In order to study for the production techniques and the materials of using in Korean Lacquer Antiques, we examined the section structure by SEM and Microscope, the qualitative analysis of lacquer layer by XRF and XRD, the qualitative analysis of Golhae layer by XRF and XRD, the qualitative analysis of Golhae by EDS on the locquer-wares which was excavated from Anapchi Pond Site in Kyungju and Miruksa Temple Site in Iksan. In the lacquer-wares excavated from Anapchi Pond Site, the lacuqer-wares layers made by a cloth attached on the surface of wooden vessel and Golhae-a mixture of clay and lacquer-covered on the cloth and finally finished with the red lacqure, being mixed with pure mercury sulfide(HgS) and lacquer. And raw materials of Golhae made of clay. The lacquer-wares excavated from Miruksa Temple Site in Iksan, we presumed that the lacquer-wares used fine born grains in place of clay for the raw materials of Golhae. Expecially in case of black lacquer-tray, we found that lacquer put on the surface of wooden vessel without cloth attaching and Golhae covering and the production of wooden vessel was used power-driven machine.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1991년도 추계학술발표회 논문집 지반공학에서의 컴퓨터 활용 COMPUTER UTILIZATION IN GEOTECHNICAL ENGINEERING
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• pp.62-74
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• 1991

The stability of the Carsington dam at Derbyshire in middle Eng1and is analysed using the Kinematical Element Method (Program LSDKSLOP). The thin yellow clay layer and the pore pressure at the failure surface, which goes through the core and boot, are considered. The influence of the pre-existing shears of the yellow clay on the stability of the Carsington dam is studied. Comparisons with the calculated and the observed failure surface are presented.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.25-32
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• 2000

In order to analyze the behavior of piled abutment adjacent to surcharge loads a numerical study was conducted. In 2D plane stalin analysis, the distribution of lateral soil movement was investigated by varying the thickness of clay layer and the magnitude of surcharge loads. In 3D analysis, the magnitude and distribution of lateral pile-soil movement were studied for different cap rigidity. Based on limited parametric studies, a simple method is proposed to identify the lateral pressure of piled abutment adjacent to surcharge loads.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.319-326
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• 2002

During the construction period of submarine shield tunnel, which is built firstly in very soft marine clay layer 40m deep in Korea, wide range problems were encountered such as safe launching against high earth pressure at shield entrance, technique of shield face pressure control when passing through complex multi-layered soils This paper introduces successful construction practice through development of state-of-the-art construction method and field monitoring.