• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 사면안정학술발표회
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• pp.119-127
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• 2003

For the calculation of internal stability, the hypothesis in conventional design is on the basis of two distinct zones, which are‘active zone’and‘passive zone’. This means that there is an abrupt discontinuous transition from active to passive states across a potential failure line. The existence of a discontinuity of this nature appears physically unreasonable, especially from kinematic considerations. A series of pull-out model tests was undertaken from a wall being rotated about the toe to find the strain distribution mobilized from near the wall face into the deep, stable zone through the centre plane. With this finding of transition zone, the objective of study is aiming at identifying the likely effect of this zone in designing method by comparing with the prevailing design method.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 사면안정 학술발표회
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• pp.235-239
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• 2000

For the calculation of internal stability, the hypothesis in conventional design is on the basis of two distinct zones, which are 'active zone' and 'passive zone'. This means that there is an abrupt discontinuous transition from active to passive states across a potential failure line. The existence of a discontinuity of this nature appears physically unreasonable, especially from kinematic considerations. A series of pull-out model tests was undertaken from a wall being rotated about the toe to find the strain distribution mobilized from near the wall face into the deep, stable zone through the centre plane. With this finding of transition zone, the objective of study is aiming at identifying the likely effect of this zone in designing method by comparing with the prevailing design method.

• 지구물리
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• 제8권1호
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• pp.39-43
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• 2005

For the calculation of internal stability, the hypothesis in conventional design is on the basis of two distinct zones, which are 'active zone' and 'passive zone'. This means that there is an abrupt discontinuous transition from active to passive states across a potential failure line. The existence of a discontinuity of this nature appears physically unreasonable, especially from kinematic considerations. A series of pull-out model tests was undertaken from a wall being rotated about the toe to find the strain istribution mobilized from near the wall face into the deep, stable zone through the centre plane. With this finding of transition zone, the objective of study is aiming at identifying the likely effect of this zone in designing method by comparing with the prevailing design method.

• 지구물리
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• 제8권3호
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• pp.123-130
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• 2005

It is necessary, in the light of the importance of long-term slope stability problem, to develop a simple method or tool which can figure out the possible failure zone resulted from weathering effect and other factors. The FBG sensor system is used to estimate the correlations between the temperature and the slope in Kimhae, and to find a failure zone in slopes effectively. This research is to seek for the correlation between the soil temperature distribution and the strain distribution in a active zone by analyzing the data from the in-situ measurement so that the possible failure zone should be well defined based on the correlation. For instance, the zone of high temperature fluctuation can be regarded as one of the possible sliding zone due to the weathering effect while the constant temperature depth of the ground, if exists would not be relatively affected by the weathering process.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.643-650
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• 2002

It is necessary, in the light of the importance of long-term slope stability problem, to develop a simple method or tool which can figure out the possible failure zone resulted from weathering effect and other factors. The FBG sensor system is used to estimate the correlations between the temperature and the slope in Yunhwajae, and to find a failure zone in slopes effectively. This research is to seek for the correlation between the soil temperature distribution and the strain distribution in a active zone by analyzing the data from the in-situ measurement so that the possible failure zone should be well defined based on the correlation. The zone of high temperature fluctuation can be regarded as one of the possible sliding zone due to the weathering effect while the constant temperature depth of the ground, if exists, would not be relatively affected by the weathering process.

• 한국산림과학회지
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• 제88권4호
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• pp.454-461
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• 1999

송이 균환을 균환통과부, 자실체발생부, 활성균환부, 균환전진예정부로 나누어 근계 동태를 조사하였다. 균환내에서 상층수관의 70%를 점유하는 소나무의 뿌리가 전체 뿌리량의 약 60% 내외, 살아있는 뿌리 중 87%를 점유하고 있었다. 세근 함량조사에서는 다른 뿌리의 세근이 평균 13%를 차지한 것에 비하여 소나무 세근의 비율이 평균 45%로 나타나 상대적으로 소나무 세근의 비율이 높았다. 소나무의 뿌리량은 특히, 자실체발생부와 활성균환부에서 전체 뿌리의 약 70% 내외를 차지하고 있어, 이두 부위에서는 소나무 뿌리가 송이 균환과 밀접한 관련이 있는 것으로 생각되었다. 활성균환부에서의 소나무 세근의 비율이 평균 60.7% (1,087mg/100g soil)로 다른 부분에 비하여 약 2배를 나타내었는데, 이것은 활성균환부에서 소나무 세근이 활발한 성장을 할 수 있으며 송이 균환의 발달에 따른 균근의 형성으로 인하여 세근 발달이 촉진된 결과로 생각된다. 또한 이 부위는 소나무 세근의 함량이 소나무 중근의 함량보다 3배에서 5배 정도 많은 것으로 나타나 송이 균환부는 소나무 뿌리의 생장이 왕성한 곳에 위치함을 알 수 있었다.

• 한국지형학회지
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• 제25권3호
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• pp.89-103
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• 2018

This study presents results of analysis on fault-related landforms and the Quaternary fluvial landforms, which are important evidences for active faulting by identifying surface deformation, around the Ulsan Fault Zone. In addition, this study suggests lineament map and inferred active fault-line map based on analyzing linearity and continuity of these landforms and by compiling location information of existing active faults. We convince that quantitative tectonic-geomorphological analysis are an effective method for active faults tracking, in particular, considering the conditions of relatively low seismicity and surface ruptured-events in the Korean Peninsula compared to plate boundary active areas. However, research on active fault in South Korea is just an infant stage since the 1990s and requires accumulation of research achievements on development and application of various fault analysis techniques, analysing and standardizing linear structures.

• 자원환경지질
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• 제47권1호
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• pp.17-27
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• 2014

ESR 연대를 이용하여, 울산광역시 울주군 삼남면 일대에 발달하는 양산단층대의 시간-공간적 활동 형태에 대해 연구하였다. 연구지역에서 일부 단층비지대는 기 형성된 단층비지 옆에 새로운 단층비지가 단층활동 형태 I에 의해 첨가되어 있다. 이럴 경우 각각의 단층비지에서 얻은 ESR 연대로부터 여러 번의 단층활동 시기를 해석하였다. 단층비 지대에서 일부분은 단층활동 형태 III에 의해 단층비지대 전체가 재 활동 하였다. 이와 같은 단층비지대는 이전의 활동 정보는 모두 지워지고 마지막 활동 시기만 기록되어 있다. 연구지역에서 양산단층대의 제4기 단층운동은 주기성을 가지며 활동기와 휴식기로 구분된다. ESR 연대 및 트렌치 조사 자료에 의하면, 연구지역에서 양산단층대의 단층활동은 이동하는 경향을 나타낸다. 약 75~85만 년 전을 기준으로 이전에는 서쪽분절로부터 북쪽분절까지, 약 75~85만년 전에는 동쪽분절로부터 북쪽분절까지 활동하였으며, 약 63~66만 년 전 및 48~54만 년 전에는 북쪽분절만 활동하였으며, 약 34만 년 전 이후에는 서쪽분절로부터 북쪽분절까지 다시 활동하였다.

• 지구물리
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• 제8권2호
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• pp.97-103
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• 2005

It is necessary, in the light of the importance of long-term slope stability problem, to develop a simple method or tool which can figure out the possible failure zone resulted from weathering effect and other factors. The FBG sensor system is used to estimate the correlations between the temperature and the slope in Yunhwajae, and to find a failure zone in slopes effectively. This research is to seek for the correlation between the soil temperature distribution and the strain distribution in a active zone by analyzing the data from the in-situ measurement so that the possible failure zone should be well defined based on the correlation. The zone of high temperature fluctuation can be regarded as one of the possible sliding zone due to the weathering effect while the constant temperature depth of the ground, if exists, would not be relatively affected by the weathering process.

• 한국방재학회 논문집
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• 제1권1호
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• pp.117-125
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• 2001

비활성 그리고 황성 단층지역의 내부와 주변에서 발생하는 응력장의 변화에 대한 수치적 분석이 수행되었다. 존재하는 비활성 단층지역 근처에서의 응력장은 단층의 방향과 단층화된 암반과 주위의 비단층화된 암반의 탄성적 특성 사이의 대조에 따라 변화한다. 활성 단층지역 주위의 응력장에 대한 분석에서, 만약 단층지역의 항복응력이 초과된다면, 단층지역 내에서의 국부화된 전단응력은 주위의 비단층화된 암반에서의 평균응력 보다 작게 되는 단층 내에서의 평균응력의 감소를 유발시킨다. 따라서 이러한 응력경사는 단층지역내로 유체의 흐름을 기대할 수 있다.