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유류비축기지 설계를 위한 대심도 경사공에서의 수압파쇄 초기응력 해석
최성웅,신희순,박찬,신중호,배정식,이형원,박종인,전한석,Choi, Sung-Oong,Shin, Hee-Soon,Park, Chan,Syun, Joong-Ho,Bae, Jeong-Sik,Lee, Hyeong-Won,Park, Jong-In,Jeon, Han-Seok 한국지반공학회 1999 한국지반공학회논문집 Vol.15 No.4
유류비축용 지하저장공동의 설계를 위하여 수압파쇄시험에 의한 현지암반내 초기응력 해석이 수행되었다. 부지 내 2개의 경사 시추공에 대해 수행된 금번 시험은 국내 기술진에 의한 지하비축기지 적용의 첫 사례이다. 또한, 경사공 해석기법을 처음으로 도입하여 수직공 해석기법에 의한 결과와 비교, 해석기법의 타당성을 검증함으로써 향후 수압파쇄시험의 적용범위 확대를 기대할 수 있었다. 특히 인근 지역이라도 지형적 또는 지질학적 특성에 따라 초기응력의 크기는 달라질 수 있음을 보여주었으며, 동일 시추공 내에서라도 구조선 등과 같은 뚜렷한 불연속면이 있을 경우초기응력의 방향이 심도에 따라 변화될 수 있음을 보여주었다. Hydraulic fracturing tests were performed in two inclined boreholes for the design of underground oil storages in Korea. Extensions of their application limits were expected through a precise comparison between the interpretation techniques for the vertical and the inclined boreholes. Especially, it was verified that the magnitude of in-situ stress can be varied even in the same rock mass with a variety of geographic/geotechnical characteristics. It was also demonstrated that its orientation can be changed even in the same borehole with the existence of explicit discontinuities.
최성웅(Sung-Oong Choi),박의섭(Eui-Seob Park),선우춘(Choon Sunwoo),정소걸(So-Keul Chung) 한국암반공학회 2004 터널과지하공간 Vol.14 No.2
발파작업으로 인해 발생하는 발파진동이 암반 및 주위 구조물에 미치는 영향을 분석하기 위한 동하중해석이 최근 급격히 증가하고 있다. 하지만 일반적인 동하중 해석은 발파압력이력곡선을 통하여 얻어진 발파하중을 입력 자료로 사용하고 있으므로 복잡한 지질 구조를 갖는 암반에 대해서는 그 신뢰도가 떨어지고 있다. 이에 본 연구에서는 해석 대상 지역에서의 발파작업을 통해 직접 획득된 발파진동파형을 그대로 입력 자료로 활용하였으며, 인도네시아 Pasir 노천 채광장에 대한 현장 적용을 통해 사면의 현재 상황을 수치 해석적으로 정확히 모사함으로써 발파진동파형을 입력 자료로 활용하는 기법에 대한 검증이 가능하였다. Dynamic analysis has been increased recently to analyze the effect of the blasting vibration on the rock mass as well as the surrounding structures. The major input parameter for the general dynamic analysis, however, is merely the blasting pressure which can be obtained from the blasting pressure-time history curves. But in case of the complicate geological condition, it is not simple to apply the blasting pressure on the numerical analysis because the ground vibration characteristics should be obtained considering the complexity of ground condition. Therefore the authors tried to use the blasting vibration waveform as an input data. This vibration frequency could be obtained from the test blasting in the Pasir mine, Indonesia. Through the dynamic numerical analysis on the slopes in Pasir, the current situation of this slope could be simulated precisely.
수압파쇄 현장시험을 통한 국내 지반의 초기응력 분포양상 해석
최성웅(Choi Sung Oong) 강원대학교 산업기술연구소 2008 産業技術硏究 Vol.28 No.1
Since the hydraulic fracturing field testing method was introduced first to Korean geotechnical engineers in 1994, there have been lots of progresses in a hardware system as well as an interpretation tool. The hydrofracturing system of first generation was the pipe-line type, and it has been developed to a wire-line system at their second generation. The current up-to-date system is more compact and is able to be operated by all-in-one system. With a progress in a hardware system, the software for analyzing in-situ stress regime has also been progressed. The shut-in pressure, which is the most ambiguous parameter to be obtained from hydrofracturing pressure curves, can now be acquired automatically from the various methods. While the hardware and software for hydrofracturing tests are being developed during the last decade, the author could accumulate the field test results which can cover the almost whole area of South Korea. Currently these field data are used widely in a feasibility study or a preliminary design step for tunnel construction in Korea. Regarding the difficulties in a site selection and a test performance for the in-situ stress measurement at an off-shore area, the in-situ stress regime obtained from the field experiences in the land area can be used indirectly for the design of a sub-sea tunnel. From the hydrofracturing stress measurements, the trend of magnitude and direction of in-situ stress field was shown identically with the geological information in Korea.