• 전기학회논문지
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• 제61권2호
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• pp.329-334
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• 2012

The distribution submarine cables are normally used for power supply at island, which are mostly installed in the southern coast of KOREA, and partially installed in the west coast and Jeju-Island. There are two way of submarine cable burying system, buried and unburied type. Since 2003, KEPCO is entirely being constructing the distribution submarine cable by buried type. In this case, 'burial depth' is key index for evaluating the suitability of the buried situation. Therefore, the measurement accuracy of 'burial depth' is a big issue for burying system in the distribution submarine cable. This paper demonstrates the measurement error of burial depth that is affected by electrical factor such as grounding type of submarine cable in case of magnetic field detection method, and indicates the method to reduce the measurement error in buried type of distribution submarine cable system.

• Nuclear Engineering and Technology
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• 제56권4호
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• pp.1357-1371
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• 2024

To investigate the influence of different burial conditions on the seepage characteristics of loose sandstone in the leaching mining of sandstone uranium ore, this study applied different ground pressures and water pressures to rock samples at different burial depths to alter the rock's seepage characteristics. The permeability, pore distribution, and particle distribution characteristic parameters were determined, and the results showed that at the same burial depth, ground pressure had a greater effect on the reduction in permeability than water pressure. The patterns and mechanisms are as follows: under the influence of ground pressure, increasing the burial depth compresses the pores in the rock samples, decreases the proportion of effective permeable pores, and causes particle fragmentation, which blocks pore channels, resulting in a decrease in permeability. Under the influence of water pressure, increasing the burial depth expands the pores but also causes hard clay particles to decompose and block pore channels. As the burial depth increases, the particles eventually decompose completely, and the permeability initially decreases and then increases. In this experiment, the relationships between permeability and the proportion of pores larger than 0.15 ㎛ and the proportion of particles smaller than 59 ㎛ were found to be the most significant.

• 한국작물학회지
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• 제51권4호
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• pp.362-368
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• 2006

A pot experiment was conducted to investigate the effects of soil burial depth on seedling emergences of rice (Oryza sativa) and Echinochloa spp. and to model such effects for mathematical prediction of seedling emergences. When the Gompertz curve was fitted at each soil depth, the parameter C decreased in a logistic form with increasing soil depth, while the parameter M increased in an exponential form and the parameter B appeared to be constant. The Gompertz curve was combined by incorporating the logistic model for the parameter C, the exponential model for the parameter M, and the constant for the parameter B. This combined model well described seedling emergence of rice and Echinochloa species as influenced by soil burial depth and predicted seedling emergence at a given time after sowing and a soil burial depth. Thus, the combined model can be used to simulate seedling emergence of crop sown in different soil depths and weeds present in various soil depths.

• 한국해양공학회지
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• 제11권2호
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• pp.1-10
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• 1997

The interaction of ground ice features with underlying seabed is one of the major considerations in the design of Arctic pipeline systems. Regarding the development of offshore gas field near Sakhalin Island, which is an ice-infested area, in this paper an ice scour model to determine the burial depth of Arctic offshore pipeline is studied. Using a simplified ice-seabed interaction process, ice scour depth is easily estimated. This nonlinear numerical model can simulate the scouring process for various enviromental parameters such as ice mass, incoming velocity, soil strength. This study also deals with interaction forces during the scouring process in sloping seabed conditions and discusses the ice loads that are transmitted through the seabed soil.

• Earthquakes and Structures
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• 제26권3호
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• pp.229-237
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• 2024

This paper studied the subgrade spring stiffness and its influencing factors in the seismic deformation method of circular tunnel. Numerical calculations are performed for 3 influencing factors: stratum stiffness, tunnel diameter and burial depth. The results show that the stratum stiffness and tunnel diameter have great influence on the subgrade spring stiffness. The subgrade spring stiffness increases linearly with stratum stiffness increasement, and decreases with the tunnel diameter increasement. When the burial depth ratio (burial depth/tunnel diameter) exceeds to 5, the subgrade spring stiffness has little sensitivity to the burial depth. Then, a proposed formula of subgrade spring stiffness for the seismic deformation method of circular tunnel is proposed. Meanwhile, the internal force results of the seismic deformation method are larger than that of the dynamic time history method, but the internal force distributions of the two methods are consistent, that is, the structure exhibits elliptical deformation with the largest internal force at the conjugate 45° position of the circular tunnel. Therefore, the seismic deformation method based on the proposed formula can effectively reflect the deformation and internal force characteristics of the tunnel and has good applicability in engineering practice.

• 한국잡초학회지
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• 제14권1호
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• pp.49-55
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• 1994

올방개 괴경(塊莖) 형성(形成)과 휴면(休眠) 각성(覺醒)에 각성 미치는 매몰심(埋沒深), 토양온도(士壞溫度)및 수분조건(水分條件)의 영향(影響)을 조사(調査)하였다. 새로 형성(形成)되는 괴경(塊莖)은 토양표층(土壤表層)으로 부터 30cm 이내(以內)에 고루 분포(分布)하였다. 괴경(塊莖)의 크기는 형성심도(形成深度)가 깊어질수록 커지는 경향(傾向)이었다. 새로 형성(形成)되는 괴경(塊莖)은 휴면성(休眠性)이 없지만, 성숙(成熟) 괴경(塊莖)은 휴면성(休眠性)을 보였다. 신괴경(新塊莖)을 $5^{\circ}C$ 정온(定溫) 또는 $20^{\circ}C$로부터 $1^{\circ}C$로 하강(下降)되는 변온조건(變溫條件)에서 30일간 처리(處理)할 때는 비휴면성(非休眠性)이 유지(維持)되었다. 괴경(塊莖)의 생존력(生存力)은 건조(乾燥) 및 습윤(濕潤) 토양조건(士壞條件)에서 5cm 깊이로 매몰(埋沒)시키면 감소(減少)되었지만, 25cm 매몰심(理沒深)에서는 토양(土壞) 수분조건(水分條件)에 관계없이 감소(減少)되지 않았다. 25cm 깊이로 매몰(埋沒)시킨 괴경(塊莖)의 맹아율(萌芽率)은 토양수분조건(土壤水分條件)에 관계없이 매몰(埋沒) 기간(期間)이 길어질수록 증가(增加)한 반면, 건조(乾燥) 및 습윤(濕潤) 조건(條件)의 5cm 매몰(埋沒)에서는 60일 동안 맹아율(萌芽率)이 증가(增加)하다가 그 이후(以後)부터 감소(減少)되었다. 담수조건(湛水條件)에서의 맹아율(萌芽率)은 25cm 보다 5cm 매몰심(埋沒深)에서 높았으며, 두 매몰심(埋沒深) 모두 매몰(埋沒) 기간(期間)이 길어질수록 증가(增加)되는 경향(傾向)이었다.

• 한국지반공학회논문집
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• 제35권11호
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• pp.37-49
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• 2019

본 연구에서는 매립심도가 손상 하수관으로 인해 형성되는 지하 공동 및 지반함몰에 미치는 영향을 확인하기 위하여 서로 다른 심도로 지반을 조성하여 모형시험을 수행하였다. 모형시험 중에 일정 시간 간격으로 디지털 이미지를 촬영하였으며, PIV 기법을 적용하여 내부 변위 및 변형을 측정하였다. 이와 지표면에서 발생하는 지반 침하, 지하 공동의 크기 등에 대한 분석도 함께 진행하여 거동을 분석하였다. 시험 결과, 매립심도가 낮은 경우의 지반에서 매립심도가 높은 경우에 비해 지하 공동 및 지반함몰 형성에 대한 저항성이 작은 것으로 확인되었다.

• Journal of Advanced Research in Ocean Engineering
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• 제4권1호
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• pp.1-6
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• 2018

Subsea pipelines are designed to transport mixtures of oil, gas, and their associated impurities from the wellhead that can have temperatures as high as $100^{\circ}C$, while the external temperature can be as low as $5^{\circ}C$. Heat can be lost from the subsea pipeline containing high-temperature fluid to the surrounding environment. It is important that the pipeline is designed to ensure that the heat loss is small enough to maintain flow and avoid the unwanted deposition of hydrate and wax, which occurs at a critical temperature of approximately $40^{\circ}C$. Therefore, it is essential to know the heat loss of subsea pipelines under various circumstances. This paper presents a comparison between numerical analyses and existing theoretical formulas for different backfills and burial depth.

• Ocean Systems Engineering
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• 제3권1호
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• pp.9-34
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• 2013

Submarine pipelines encounter significant wave forces in shallow coastal waters due to the action of waves. In order to reduce such forces (also to protect the pipe against anchors and dropped objects) they are buried below the seabed. The wave force variation due to burial depends on the engineering characteristics of the sub soil like hydraulic conductivity and porosity, apart from the design environmental conditions. For a given wave condition, in certain type of soil, the wave force can reduce drastically with increased burial and in certain other type of soil, it may not. It is hence essential to understand how the wave forces vary in soils of different hydraulic conductivity. Based on physical model study, the wave forces on the buried pipeline model is assessed for a wide range of wave conditions, for different burial depths and for four types of cohesion-less soils, covering hydraulic conductivity in the range of 0.286 to 1.84 mm/s. It is found that for all the four soil types, the horizontal wave force reduces with increase in depth of burial, whereas the vertical force is high for half buried condition. Among the soils, well graded one is better for half buried case, since the least vertical force is experienced for this situation. It is found that uniformly graded and low hydraulic conductivity soil attracts the maximum vertical force for half buried case. A case study analysis is carried out and is reported. The results of this study are useful for submarine buried pipeline design.

• Journal of Advanced Research in Ocean Engineering
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• 제2권1호
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• pp.22-27
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• 2016

This experimental study deals with the mechanism of spoilers that cause scouring around pipelines. The design methodology was applied to spoilers for accelerating pipelines that undergo self-burial into the sand-bed and evaluated using approaching experimental analysis. The experimental study was conducted to investigate the self-burial ability of submarine pipelines with two types of sand-bed models: silt and sand. Spoilers of different heights were attached to the top of the pipeline for each experiment case. The relationship between the relative scour depth and spoiler height was evaluated by applying different flow velocities and sand diameters and comparative analysis was performed with values obtained from similarity experiments and theory. The experimental study will be useful in establishing a database for the design of spoilers.