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흙의 구성광물과 간극수의 성분이 비저항값에 미치는 영향에 관한 연구
윤춘경,유찬,윤길림 ( Chun Gyeong Yoon,Chan Yu,Gil Lim Yoon ) 한국환경농학회 1998 한국환경농학회지 Vol.17 No.1
The environmental problem of the rural area has been accelerated in soil as well as water. Soil contamination is usually caused by improper operation of landfills, abandoned mine fields, accidental spills, and illegal dumpings. Once soil contamination is initiated, pollutants migrate and may cause groundwater contamination which takes much effort for remediation. Early detection, therefore, is important to prevent further contamination. Electrical resistivity method was used to detect soil contamination, but it was not effective to the heterogeneous condition. Static cone penetrometer test (CPT) has been used widely to investigate geotechnical properties of the underground. In this study, electrical resistivity method and CPT are combined to improve the applicability of it. The pilot test was performed to examine the variation of electrical resistivity with different soil minerals and pore fluid characteristics. Soil samples used were poorly graded sand, silty sandy soil, and weathered granite soil. For all the cases, electrical resistivity decreased with increasing of moisture content. Soil mineral also affected the electrical resistivity significantly. Above all, leachate addition in the pore fluid was very sensitive and caused decreasing of electrical resistivity markedly. It implies that electrical resistivity method can be applied to investigate pollutant plume effectively. This is specially sure when the sensors contact the contaminated soils directly. The CPT method involves cone penetration to the ground, therefore, underground contamination around the cone could be investigated effectively even for heterogeneous condition as it penetrates if electrical resistivity sensors are attached on the cone.
실트질 모래지반에 설치된 해상풍력 석션버켓기초의 신뢰성 해석
윤길림(Gil Lim Yoon),이진학(Jin Hak Yi),배경태(Kyung Tae Bae),김선빈(Sun Bin Kim) 한국지반환경공학회 2019 한국지반환경공학회논문집 Vol.20 No.12
본 논문에서는 서남해 해상풍력 실증단지 해역을 대상으로 석션버켓기초의 지지력에 대한 신뢰성 분석에 대한 내용을 다루었다. 5MW급 해상풍력터빈의 콘크리트 석션버켓기초를 선정하여 기초 설치 후 연직지지력과 수평지지력에 대한 파괴확률을 계산하고 설계변수의 민감도를 분석하였다. AFOSM을 이용한 신뢰성해석을 수행한 결과, 기초-지반 분리거동 시 연직지지력에 대한 파괴확률이 가장 큰 것으로 나타났으며 기초지반의 단위중량과 내부마찰각이 지배적인 영향인자임을 확인하였다. This paper deals with the reliability analysis of foundation for an offshore wind turbine system. Reliability analyses were carried out for suction bucket foundation considering the uncertainties in soil and structural parameters. In reliability analysis, the vertical and lateral resistances are defined as base limit states. The case studies were carried out using the preliminarily designed foundations at western-south mainland sea of Korea. From reliability analyses, vertical resistance for free-slip condition has overall lower reliability index, and submerged unit weight and internal friction angle of seabed soil are governing factors in vertical and lateral resistance in this case.
윤길림(Yoon, Gil-Lim),강오람(Kang, Oh-Ram),김동현(Kim, Dong-Hyawn) 한국해안해양공학회 2008 한국해안해양공학회 논문집 Vol.20 No.4
선진국에서는 VE/LCC분석을 적극적으로 활용되고 있는 반면에 국내에서는 그렇지 못함으로써 자칫 잘못된 투자결정으로 인해 경제적 효용성을 상실하는 경우가 많이 있을 것으로 판단된다. 그러므로 먼저 VE/LCC에서 사용되고 있는 기법을 각각 정리해 보고 설계 보고서별 VE분석기법과 LCC분석기법을 분리하여 장점 및 단점을 분석하였다. 그리고 국내에서 LCC분석이 제대로 이루어지지 못하는 원인을 생각해보고 LCC 분석을 통한 Project의 경제적 효용성을 극대화 할 수 있도록 하기 위해서 선행되어야 할 사항들을 도출하고 국내 항만설계에 적용된 VE/LCC 기법의 적용사례를 분석하여 향후 VE/LCC 기법의 설계적용을 위한 보다 개선된 방안을 제시하고자 하였다. Reports on VE/LCC based coastal structural design were analyzed to derive possible improvement. VE/LCC technique may be effectively applied to making decisions in coastal structural design. However, it has not been well utilized in recent projects for some problems. Therefore, recent project reports on VE/LCC have been analyzed and merits and demerits were classified. Then, the reason why VE/LCC cannot be effectively applied to real projects was drived. Finally, some pre-requisites to improve the technique were summarized.