• 설비공학논문집
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• 제12권2호
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• pp.131-139
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• 2000

A direct hydrogen liquefaction equipment has been developed and tested, which consists of a GM refrigerator, a liquefaction vessel, a radiation shield, a cryostat, and an ortho-para converter with catalyst. The effect of ortho-para hydrogen conversion on the performance of hydrogen liquefaction has been investigated. The time needed for the hydrogen liquefaction process with hydrogen pressure charge of 4 atm was delayed to around 75 minutes, and the liquefied mass flow rate of the hydrogen was about 0.0150∼ 0.0205 g/s when the hydrogen was liquefied with the direct hydrogen liquefaction system considering ortho-para conversion. With ortho-para conversion, the liquefied mass flow rate decreased up to 20%. Considering ortho-para conversion, there were up to 30% increase in the work input per unit liquefied mass flow rate. When the ortho-para conversion was considered, FOM decreased to be about 0.031∼0.045.

• 한국지반환경공학회 논문집
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• 제12권11호
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• pp.65-70
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• 2011

모래지반의 액상화 발생 가능성 및 측방유동 평가 방법에 대한 연구는 많이 알려져 있다. 최근에는 비소성 실트의 액상화 발생 가능성에 대해서도 연구하고 있다. 그러나 비소성실트의 동적하중이 작용하는 동안과 그 이후의 거동에 대해서는 세계적으로도 다소 알려져 있을 뿐이다. 특히 비소성실트의 측방유동에 대한 평가방법에 대해서는 거의 알려져 있지 않다. 이에 본 연구에서는 비소성실트지반에서의 액상화 발생 가능성 및 측방유동량의 평가 방법을 제안하는 것을 목적으로 하였다. 연구방법은 정적 및 동적 시험을 수행할 수 있는 직접단순전단시험기를 이용하여 동적하중을 받은 비소성실트의 액상화 가능성을 평가하였으며, 그 후 정적 시험을 수행하여 잔류강도를 측정하였다. 이 시험결과 비소성실트는 유효응력이 완전이 소멸되는 것은 곤란하지만 액상화에 거의 가깝게 발생하는 것을 확인하였다. 특히, 전단응력의 증가에 따른 강도저하는 매우 현저한 것을 확인하였다. 이 시험결과를 이용하여 액상화 발생 가능성 및 측방유동량을 추정할 수 있는 방법을 제안하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.1206-1213
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• 2009

Earthquake had occurred in the Korean Peninsula about 2,100 times is not well known in the world. With the true liquefaction judgment is well used to in Korea. Through liquefaction judgements were compared with specifications between Korea and Japan, it would be offered some suggestions for liquefaction judgement used in Korea. The proposals were as 1) It can be known that what kind of earthquake will make unstable state between long-term and short-term earthquake if the natural period of ground turned out. In that case, Hachinohe and Ofunato Earthquake wave will need no more. 2) Liquefaction-induced lateral flow or damage for structure should be estimate but it had not performed in Korea. 3) Heavy rain and ocean wave-induced liquefaction also should be examined thoroughly in slope or ocean, respectively.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.1348-1357
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• 2006

For the rational aseismatic design of a structure constructed on the ground which has weakness for liquefaction or flow, it is necessary to predict ground deformation as well as force acting on the ground. In general, the prediction of liquefaction is based on solid mechanics while the prediction of flow is basis of fluid mechanics. Since liquefaction and flow occur continuously, unified analysis methods have been developed. Among of them is Rue-elasto plastic model that is based on small deformation theory. This methods, however, is not adequate for such a large deformable ground condition. In this paper, a large deformaion theory using the finite deformation theory proposed by Dietal and the updated lagrangian method is presented. In addition, the applicability of the theory is verified by 1-d consolidation analysis and flow tests.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.722-729
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• 2004

The horizontal movement of sloping ground due to flow liquefaction has caused many pile foundations to fail, especially those in ports and harbor structures. In this study, a virtual case is assumed in which flow liquefaction is induced by earthquake loads in a fully saturated infinite sand slope with a single pile installation. Under the assumption that the movement of liquefied ground is viscous fluid flow, the influence of ground movement due to flow liquefaction on the pile behavior was analyzed. Since the liquefied soil is assumed as a viscous fluid, its viscosity must be evaluated, and the viscosity was estimated by the dropping ball method ,md the pulling bar method. Finally, the influence of the flow of liquefied soil on a single pile installed in an infinite slope was analyzed by a numerical method.

• 한국수소및신에너지학회논문집
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• 제9권2호
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• pp.53-64
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• 1998

Thermal analysis on a Linde-Hampson hydrogen liquefaction system using cryogenic refrigerators as precooling has been carried out. Three commercially available models of cryogenic refrigerators, such as CTI l020CP, CVI CGR009 and CVI CGR011, are considered in the performance analysis. The effect of ortho-para conversion process during hydrogen liquefaction is also studied in detail. The results obtained indicate that the optimal hydrogen mass flow rate and the optimal compressed pressure exist for the maximum hydrogen liquefaction rate. The optimal compressed pressure is increased in the range of 80 - 120 bar with an increase in the hydrogen mass flow rate. It is also found that better performance could be obtained with a cryogenic refrigerator, which produces high cooling capacity at precooling temperature in the range of 80 - 100 K.

• Geomechanics and Engineering
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• 제36권3호
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• pp.295-301
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• 2024

Understanding the post-liquefaction shear behavior is crucial for predicting and assessing the damage, such as lateral flow, caused by liquefaction. Most studies have focused on the behavior until liquefaction occurs. In this study, we performed undrained multi-stage tests on clean sand, sand-silt mixtures, and silty soils to investigate post-liquefaction shear strain based on soil compressibility. The results confirmed that it is necessary to consider the soil compressibility and the shape of soil particles to understand the post-liquefaction shear strain characteristics. Based on this, an index reflecting soil compressibility and particle shape was derived, and the results showed a high correlation with post-liquefaction small resistance characteristic regardless of soil type and fine particle content.

• 한국가스학회지
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• 제19권3호
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• pp.32-37
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• 2015

LNG는 극저온액체로 저장탱크의 열유입으로 인하여 지속적으로 BOG가 발생하고 있으며, 이의 효과적인 방법의 재액화가 요구되고 있다. 이 BOG의 재액화에는 공급되는 저압 펌프 후의 LNG의 냉열을 이용하는 데, 현재의 공정은 BOG 단위 발생량에 대하여 10배 이상의 LNG 흐름이 요구되고 있다. 본 연구에서는 NGL분리액화와 2차 고압펌프 후의 LNG 냉열을 이용하는 공정을 새롭게 고안하였으며, 이를 분석한 결과 LNG 소요유량이 3~4배에 불과한 매우 효과적인 재액화 시스템이 되었다. 본 고안에 의하면 하절기에도 원활한 BOG 재액화가 가능하므로, LNG기지의 안전성 향상과 공급 의 효율을 높일 수 있는 매우 효과적인 공정으로 분석되었다.

• 한국가스학회지
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• 제15권3호
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• pp.1-5
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• 2011

수소액화 공정은 수소 예냉 에너지, 액화에너지 그리고 Ortho/Para 변환열 제거 등 다량의 에너지가 요구되어 진다. 본 논문은 기존의 수소액화 공정에 LNG냉열을 이용하여 에너지절약 효과를 얻고자 기본설계 및 열해석을 수행하였다. 액화 소요에너지에 LNG냉열을 적용하면 수소액화공정의 에너지절약효과와 함께, LNG기지의 해수에 버려지는 LNG냉열을 회수, 이용하는 일석이조의 에너지절약기술이 된다. 열해석에 의한 설계를 수행한 결과 현재의 액체질소 예냉식 수소액화 플랜트의 소요에너지에 비하여 LNG냉열을 이용할 경우 소요동력량은 75%가 절감되었다. 이는 예냉을 액체질소 대신에 냉열을 사용하기 때문이다. 또한 LNG냉열량은 수소액화량 1T/D기준할 때 15T/D 유량이 요구되었다.

• 한국안전학회지
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• 제28권5호
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• pp.35-40
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• 2013

Recently reclamation land is largely developed to utilize the land according to economic growth. The soil of landfill is soft, low shear strength, which makes it difficult to use the equipment. A large movement is occurred on the utility tunnel under construction. The inclined land with high water level and underground facilities are widely distributed and the excess pore water pressure may occur under construction similarly to this study. Some different conditions are made to design result, such as 4m of soil piling near the construction area, heavy rainfall during 2nd excavation that may cause flow liquefaction. To analyze the cause of transverse lateral movement, Three dimensional analysis are performed to four load cases, which is original design condition, flow liquefaction by heavy rainfall, unsymmetric lateral soil pressure, and both of them simultaneously. Ten steps of full construction stage, 1st excavation for utility tunnel, construction of utility tunnel, 1st refill, piling soil from 1m to 4 m, 2nd excavation for drainage culvert, liquefaction around the utility tunnel, construction of drainage culvert and 2nd refill, are take into account to investigate the cause of movement.