• 한국해양공학회지
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• 제29권2호
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• pp.175-185
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• 2015

Jack-up type WTIV(Wind Turbine Installation Vessel) is used to avoid the effects of waves when installing wind turbines in the Southwest Sea of South Korea. During the preloading procedure, unexpected penetration may cause some risks such as excessive penetration or punch-through failure. To ensure the safety of the WTIV during preloading, the bearing capacities should be evaluated based on the soil data at each borehole. Eight boreholes (OW-1 to -8) have been drilled in the Southwest Sea of South Korea. The bearing capacities of a spudcan designed to be used in this district are calculated using both a conventional analysis and finite element analysis with the soil properties of OW-1 to -8. A finite element analysis is carried out for OW-1, -3, and -4 to gain an in-depth understanding of the soil behavior during the penetration. OW-1, -3, and -4 are representative boreholes for a strong layer overlying a soft layer, a general soft layer, and a soft layer overlying a strong layer, respectively. The resultant bearing capacity curves versus the depth of the numerical analysis are compared with the conventional method. The results show that the conventional analysis is conservative. Case studies for different spudcan areas and shapes are also conducted to seek an appropriate spudcan type for the Southwest Sea of South Korea. Finally, a spudcan with a rectangular shape and a bearing area of $112.8m^2$ is selected.

• 한국환경생태학회지
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• 제33권6호
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• pp.708-721
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• 2019

본 연구는 거제도에 분포하는 난대림대의 식물군집구조 특성을 파악하기 위하여, 교목층, 아교목층, 관목층에 상록활엽수가 우점하거나 분포하는 천장산 북동사면을 대상으로 조사구를 설정하였다. 조사구는 상록활엽수가 분포하는 능선, 계곡, 경사지 등 천장산을 대표할 수 있는 식생군락과 입지환경의 변화가 있는 지역을 대상으로 31개소의 방형구를 설치하였다. TWINSPAN에 의한 군락분류 결과, 참식나무-굴피나무, 참식나무-때죽나무, 참식나무-참회나무, 곰솔-참식나무, 참식나무-졸참나무, 굴참나무-굴피나무 6개 군락으로 구분되었다. 난대림의 천이경향에 의하면, 곰솔, 낙엽활엽수를 거쳐 상록활엽수로 진행된다라는 연구결과를 반영한다면, 곰솔군락 뿐만 아니라 졸참나무, 굴피나무, 굴참나무 등 낙엽활엽수가 우점하거나 경쟁하는 지역도 참식나무가 우점하는 상록활엽수로 천이가 진행될 것이다. 환경요인과 식생분포간의 관계를 살펴보면, 경사도, Na+, K+, 전기전도도, 물리적 특성 중 점토(clay) 등이 식생분포에 직간접적인 영향을 미치는 것으로 분석되었다.

• 한국지반환경공학회 논문집
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• 제20권2호
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• pp.19-28
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• 2019

국내 서해안 지역은 대부분 퇴적된 연약점성토로 이루어져 있으며, 구조물을 시공하기 전에 현장에 적합한 지반개량 공법의 적용이 필요하다. 본 연구에서는 CGS(Compaction Grouting System) 공법의 적용성을 파악하기 위하여 매립토 및 연약점성토로 이루어진 인천국제공항시설 현장에 공법을 적용하였다. CGS 공법은 현장 성토부의 지반개량 효과를 얻기 위함뿐만 아니라 교대의 말뚝기초 역할을 위해 적용되었으며, 본 공법의 지반개량 효과를 파악하기 위하여 공법 적용 전 후 지반의 개량 효과를 콘 관입시험을 수행함으로써 비교 분석하였다. CGS 공법의 적용 결과 현장지반의 전반적인 강도 증대 효과를 얻을 수 있었으며, 이는 현장교대의 하중을 충분히 견딜 수 있는 것으로 파악되어 말뚝기초로의 역할과 지반개량공법으로써의 CGS 공법의 적용성을 검증하였다. 또한 공동팽창이론을 적용하여 상부 구근의 크기 예측을 수행하였으며, 시공 후 상부구근 육안 확인을 통하여 시공 후 구근예측에 있어 공동팽창이론의 적용 가능성을 평가하였다.

• 한국태양에너지학회:학술대회논문집
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• 한국태양에너지학회 2011년도 춘계학술발표대회 논문집
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• pp.162-167
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• 2011

Thermal storage plays an important role in building energy saving, which is greatly assisted by the incorporation of latent heat storage in building materials. A phase change material is a substance with a high heat of fusion which, melting and solidifying at a certain temperature, can be storing and releasing large amount of energy. Heat is stored or released when the material changes from solid to liquid. Integration of building materials incorporating PCMs into the building envelope can result in increased efficiency of the built environment. The aim of this research is to identify thermal performance of PCMs impregnated building materials which is applied to interior of building such as gypsum and red clay. In order to analyze thermal performance of phase change materials, test-cell experiments and simulation analysis were carried out. The results show that micro-encapsulated PCM has an effect to maintain a constant indoor temperature using latent heat through the test-cell experiments. PCM wallboard makes it possible to reduce the fluctuation of room temperature and heating and cooling load by using EnergyPlus simulation program. Phase change material can store solar energy directly in buildings. Increasing the heat capacity of a building is capable of improving human comfort by decreasing the frequency of indoor air temperature swings so that the interior air temperature is closer to the desired temperature for a long period of time.

• 한국해안·해양공학회논문집
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• 제28권5호
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• pp.303-311
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• 2016

낙동강 하구지역에 위치하고 있는 녹산지역과 장유지역에서 채취한 불교란 연약 점성토에 대한 물리적 특성시험과 압밀시험을 수행한 결과 다음과 같은 결론을 얻었다. 낙동강 하구지역 점성토의 주요 점토광물은 Kaolinite, Illite 계열로 분류되었다. 자연함수비는 녹산지역 및 장유지역이 각각 50.4~92.8%, 46.6~99.0%의 범위로 비슷하게 분포하고 있으며, 두 지역 모두 액성한계는 자연함수비($W_n$)보다 낮게 나타났다. 압축지수는 녹산지역이 0.44~1.57의 범위로 분포하고, 장유지역은 0.67~1.94의 범위로 분포하고 있어 녹산지역보다 장유지역이 다소 높게 나타났다. 이차압축지수 역시 장유지역이 0.027~0.092로 녹산지역 0.024~0.075보다 높은 것으로 나타났다. 회귀분석결과 함수비($W_n$)와 압축지수와의 관계는 선형적이며, 초기간극비와 압축지수와의 관계는 $C_c=0.80e_o-0.58$로 나타났다. $C_{\alpha}/C_c$비는 0.03~0.08로 다소 넓은 범위의 값을 나타내었다.

• 한국농촌건축학회논문집
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• 제15권4호
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• pp.17-24
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• 2013

Rural community in Korea being changed to aging community, declining population and income loss by the industrialization and the urbanization. The weak class in rural is confronted with more poorly environment. So it is needed to check the quality of the weak class's house in rural. Basically proposes of this paper is to find ways about rural housing improving and the vitality of rural community. This paper contents rural housing problems through the paper review and house repair characteristics for the weak class. Data for statics analysis were obtained from house repair support program for the weak class in Jeonnam province from 2011 to 2012. The results of this paper are as follow: First, house repair items ranking for the weak class in rural was insulation & heating, toilet, structure, indoor environment, electricity, outside and kitchen & waterproof. This result was reflected that weak class's energy bills is high ratio compared with income. Second, health facilities were improved for the socially disadvantaged's convenience in considering that most of weak class is a senior. Last, most of houses for weak class in rural are old clay wall and block wall. So these houses are reinforced the wall for structural safety.

• 한국농촌건축학회논문집
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• 제7권2호
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• pp.56-63
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• 2005

This study is to provide basic research data of village composition and housing types of Central Java in Indonesia. So, I needed both field survey and research for 3 villages. I surveyed several houses cased on three village which located in two Desa of Salatica and one Desa of Purbowangi in rural area. The analysis of this research is divided into main categories as follow; The first is characteristics of village composition. And the second is classification of exterior form types and spatial composition of housing. Through this survey, the results of study are as follows. 1. The main elements of village compositions are public facilities, cross street including in naturalism, and shadow within high-rise tree. But it is not important to planning for orientation. 2. The types of house are 16 in all Indonesia land. But in this study 3 village are followed to Java style which has traditional roof style and clay tile material 지붕, 처마, conservation 3. Spatial composition of inner side is focused of living room-Ruang Tamu, and others are organized in small size. But recently new type of improved village house has rest room into living space.

• 한국조경학회지
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• 제31권5호
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• pp.11-19
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• 2003

The main purpose of this study was to examine the application of the root system as a shore protection material through the measurement of the 개ot growth curve of Salix gracilisyla Miq. depending on the cutting size. As materials and methodology, nine group of cuttings were classified by the length(l0cm, 20cm, 40cm) and the diameter(0.72cmm$\pm$0,02, 0.58cm$\pm$0.02, 0.35cm$\pm$0.02), Each group was stuck to a flooding bed of sandy loam(Sand 60,36%, Silt 28%, Clay 11.64%) on 27th March 2001, After 65 growing days, the weight and length of the newly developed roots, shoots, and leaves were measured and analysed, This was repeated at 99, 129, 159, and 190 growing days. The major findings were as follows. The primary determinant of the root growth rate was on the weight of cutting, The secondary determinant was on the number of growing days. In addition, the dominant dimension of the cutting was the diameter rather than the length, The thicker cutting caused more rapid and stable growth however the longer cutting made the growth of the root slower and more unstable.

• Structural Engineering and Mechanics
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• 제57권3호
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• pp.403-423
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• 2016

The challenges involved with fatigue damage assessment of steel catenary riser (SCR) in the touchdown zone (TDZ) are primarily due to the non-linear behaviour of the SCR-seabed interaction, considerable uncertainty in SCR-seabed interaction modelling and geotechnical parameters. The issue of fatigue damage induced by the cyclic movements of the SCR with the seabed has acquired prominence with the touch down point (TDP) interaction in the TDZ. Therefore, the SCR-seabed response is critical for reliable estimation of fatigue life in the TDZ. Various design approaches pertaining to the lateral pipe-soil resistance model are discussed. These techniques have been applied in the finite element model that can be used to analyse the lateral SCR-seabed interaction under hydrodynamic loading. This study investigates the sensitivity of fatigue performance to geotechnical parameters through a parametric study. In this study, global analyses are performed to assess the influence of vertical linear seabed springs, the lateral seabed model and the non-linear seabed model, including trench evolution into seabed, seabed normalised stiffness, re-penetration offset parameter and soil suction resistance ratio, on the fatigue life of SCRs in the TDZ.

• 한국지구과학회지
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• 제38권7호
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• pp.598-602
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• 2017