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Stress Distribution of Buried Concrete Pipe Under Various Environmental Conditions
Janggeun Lee,Jae Mo Kang,Hoki Ban,Changyeul Moon 한국지반환경공학회 2016 한국지반환경공학회논문집 Vol.17 No.12
There are numerous factors that affect stress distribution in a buried pipe, such as the shape, size, and stiffness of the pipe, its burial depth, and the stiffness of the surrounding soil. In addition, the pipe can benefit from the soil arching effect to some extent, through which the overburden and surcharge pressure at the crown can be carried by the adjacent soil. As a result, the buried pipe needs to support only a portion of the load that is not transferred to the adjacent soil. This paper presents numerical efforts to investigate the stress distribution in the buried concrete pipe under various environmental conditions. To that end, a nonlinear elasto-plastic model for backfill materials was implemented into finite element software by a user-defined subroutine (user material, or UMAT) to more precisely analyze the soil behavior surrounding a buried concrete pipe subjected to surface loading. In addition, three different backfill materials with a native soil were selected to examine the material-specific stress distribution in pipe. The environmental conditions considering in this study the loading effect and void effects were investigated using finite element method. The simulation results provide information on how the pressures are redistributed, and how the buried concrete pipe behaves under various environmental conditions.
Stress Distribution of Buried Concrete Pipe Under Various Environmental Conditions
Lee, Janggeun,Kang, Jae Mo,Ban, Hoki,Moon, Changyeul Korean Geo-Environmental Society 2016 한국지반환경공학회논문집 Vol.17 No.12
There are numerous factors that affect stress distribution in a buried pipe, such as the shape, size, and stiffness of the pipe, its burial depth, and the stiffness of the surrounding soil. In addition, the pipe can benefit from the soil arching effect to some extent, through which the overburden and surcharge pressure at the crown can be carried by the adjacent soil. As a result, the buried pipe needs to support only a portion of the load that is not transferred to the adjacent soil. This paper presents numerical efforts to investigate the stress distribution in the buried concrete pipe under various environmental conditions. To that end, a nonlinear elasto-plastic model for backfill materials was implemented into finite element software by a user-defined subroutine (user material, or UMAT) to more precisely analyze the soil behavior surrounding a buried concrete pipe subjected to surface loading. In addition, three different backfill materials with a native soil were selected to examine the material-specific stress distribution in pipe. The environmental conditions considering in this study the loading effect and void effects were investigated using finite element method. The simulation results provide information on how the pressures are redistributed, and how the buried concrete pipe behaves under various environmental conditions.
Synthesis of highly magnetic graphite-encapsulated FeCo nanoparticles using a hydrothermal process
Lee, Seung Jae,Cho, Jee-Hyun,Lee, Chulhyun,Cho, Janggeun,Kim, Yong-Rok,Park, Joung Kyu IOP Pub 2011 Nanotechnology Vol.22 No.37
<P>The graphite encapsulation of metal alloy magnetic nanoparticles has attracted attention for biological applications because of the high magnetization of the encapsulated particles. However, most of the synthetic methods have limitations in terms of scalability and economics because of the demanding synthetic conditions and low yields. Here, we show that well controlled graphite-encapsulated FeCo core–shell nanoparticles can be synthesized by a hydrothermal method, simply by mixing Fe/Co with sucrose as a carbon source. Various Fe/Co metal ratios were used to determine the compositional dependence of the saturation magnetization and relaxivity coefficient. Transmission electron microscopy indicated that the particle sizes were 7 nm. In order to test the capability of graphite-encapsulated FeCo nanoparticles as magnetic resonance imaging (MRI) contrast agents, these nanoparticles were solubilized in water by the nonspecific physical adsorption of sodium dodecylbenzene sulfonate. </P>
비성형 SRF 제조공정에서의 물질수지 평가에 관한 연구
이우찬 ( Woochan Lee ),박성빈 ( Sungbin Park ),이장근 ( Janggeun Lee ),윤균덕 ( Kyoonduk Yoon ) 한국폐기물자원순환학회(구 한국폐기물학회) 2016 한국폐기물자원순환학회 추계학술발표논문집 Vol.2016 No.-
비성형 SRF 제조공정은 대상지역의 특성과 계절 등 변동요인에 따라 제품품질의 큰 영향을 끼친다. 본 연구에서는 2016년 9월, Y시에 설치되어 있는 15톤/일급 Pilot 비성형 SRF 제조공정에 대하여 총량, 폐기물조성, 수분량 별로 물질수지를 세우고 그 결과를 분석하여 실증시설 설계반영에 반영하고자 하였다. 연속 정상운전 상태에서 각 공정별 시료채취는 3회씩 겉보기밀도, 물리적조성, 조성별 수분 분석을 하였고, 총괄수분 분석을 위한 시료채취는 공정별 각 5회씩 수행하였다. 1차 자력선별물, 2차 자력선별물, 비철선별에 대해서는 시료채취를 1회 하였다. 30mm미만 시료는 조성별 분리가 어렵기 때문에 협잡물로 가정하고 회분을 측정하여 가연분을 추정하였다. 물리적 조성은 3회 측정한 것을 총괄적으로 환산하여 평균으로 사용하였고 총량은 시스템의 최종 배출지점의 폐기물의 전체량을 측정한 결과로 분석하였다. 물질수지 분석결과 1차 파쇄 후 기준으로 고형연료제품 수율 74.90%, 잔재물 비율 22.66%, 선별물 비율 2.45%을 보였다. 누출량을 포함하여 계산하면 누출물의 비율 11.36%, 고형연료제품 수율 66.39%, 잔재물 비율 20.08%, 선별물 비율 22.17%로 큰 차이가 없었다.