• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.503-508
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• 2003

In this study, we peformed ahead a field geological investigation, boring investigation for slope stability analysis in large scale slope failure area. But the geological stratum was not clearly grasped, because ground was very disturbed by large scale Granite intrusion. Furthermore, the existing test data was not pertinent to the large scale Granite intrusion site like here. Therefore, various kind of field test were performed to grasp clearly for geological stratum. And the results of back analysis, various kind tests used to slope stability analysis.

• 지질공학
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• 제18권1호
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• pp.69-81
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• 2008

산사태연구는 산사태를 발생시키는 여러 인자들의 상호관계를 규명하는 방법, 확률론적으로 산사태 발생가능성을 예측하는 방법 사태물질의 이동경로와 확산범위를 산정함으로써 산사태 위험성을 평가하는 방법 등으로 구분할 수 있다. 우리나라에서 발생된 대부분의 산사태는 여름철의 집중호우에 기인되는 것으로 기반암 상부의 토층에서 발생되며, 강우조건, 지형조건과 지질 및 토질특성 등에 영향을 받는 것으로 알려져 있다. 산사태 조사부터 위험성평가에 이르기까지의 산사태연구는 다양한 산사태를 체계적으로 조사하고 해석함으로써 공학적 관점에서 여러 특징들을 관찰하고 그 특성들을 총괄적으로 해석하여야만 한다. 이 연구에서는 경상남도 마천지역을 대상으로 산사태 현장조사를 수행하였다. 조사결과를 토대로 자연사면 산사태에 대한 최적의 표준모델로 활용할 수 있는 산사태 조사 및 해석 기법을 제안하고자 한다.

• 한국농공학회논문집
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• 제46권5호
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• pp.117-127
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• 2004

A risk analysis on the cutting slope of roads near Cheongju area was carried out with the data from geological map, field investigation, and laboratory test and with the Geographic Information System. A risk analysis method on the cutting slope of road using the Geographic Information System was developed with the data from geological map, field investigation and laboratory tests. In the GIS, road factors which are safety factor, class of road, slake index, slope-protection works, and height of slope in the cutting slopes are classified into some ranks, and their weighting factors were taken into account. This method can be applied effectively to a road management.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.201-208
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• 1999

The NATM(New Austrian Tunnelling Method) has been used for tunnelling since 1980's. But Collapses of tunnel under construction take place frequently, especially at urban areas because of adjacent buildings, underground conduits and traffic loads. This paper is a case study on the reinforcement method of subway tunnel at urban areas. In this study, ground inspection, geological investigation, laboratory test and numerical analysis by means of FDM program were carried out. The tunnel excavation was stopped because of over excessive brake of tunnel crown and shotcrete was installed to prevent deformation of adjacent ground as the temporary method. From the result of field survey and geological investigation, it is found that the soft weathered soil was distributed to the ground of tunnel invert unlike original investigation. The results of the analysis and the study show that the SGR(Space Grouting Rocket) method and Umbrella method can be applied for the stability of tunnel excavation and in addition the reinforcement of concrete lining is required for long-term stability of tunnel.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2008년도 정기총회 및 학술발표대회
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• pp.561-564
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• 2008

Rock slope had been slope failure due to geological and physical things over time. In this paper, it discusses rock slope stability analysis which was concerned about additional slope failure located near the Andong-si. Initially, achieved basic geological investigation and field test about rock slope, examine the stability of rock slope by doing limit equilibrium method and stereographic projection about 5 slopes.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.742-753
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• 2008

Currently an increasing number of urban tunnels with small overburden are excavated according to the principle of the New Austrian Tunneling Method (NATM). Therefore, a possibility of a tunnel collapse during excavation is getting higher in a proportionate manner. This paper will analyze causes the failure mechanism of a shallow NATM tunnel for different geological conditions, ground-water and invert solutions by investigation typical collapse site during tunnel construction. In this paper, this analysis performed two phase, firstly, the field investigation considering displacement measurement, ground-water level, geological characteristic, secondly, the numerical simulation considering the exist of invert construction and the effect of ground-water. It has been found that environmental factors such as state of underground water or construction sequences could influence failure mechanism of a shallow tunnel.

• 산업기술연구
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• 제21권A호
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• pp.303-315
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• 2001

This study is a research result of investigating causes of landslides occurred at Uijongbu in Kyonggi Province, Korea. For works of this research, informations and data about landslides occurred at the site, geological and topographical informations were collected to analyze causes of landslides, and mapping landslides was performed by using results of field investigation. Data about rainfall during occurrence of landslides around Uijongbu was also used to find the effect of intense rainfall on occurrence of landslides. Based on informations obtained from field investigation and collected data, the scale and the pattern of landslides were analyzed and influencing factors on landslide such as intensity and duration of rainfall, topography, geologic condition, geotechnical engineering properties of ground, forestry were investigated statistically to find causes of landslides. On the other hands, for geotechnical engineering respects, slope stability analysis was performed for the typical sites chosen from the sites where the landslides occurred, using informations obtained from detailed topographical survey with total stations, field reconnaissance and results from laboratory tests.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2001년도 총회 및 춘계학술발표회
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• pp.85-88
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• 2001

Since mountainous area has access restrictions for field work, assessors need to establish a conceptual model of the contamination prior to the field investigation. In this study we established a conceptual model of the contamination based on site inspection and geological survey, followed by the field investigation for the petroleum spill site. In the conceptual model, we estimated that tile contamination should have spread by groundwater and topographical characteristics within the top soil layer. The spread of contamination through rock was not considered in the conceptual model due to impermeable characteristics of metasyenite. The contaminated environmental media of the petroleum spill site include soil and groundwater. According to the analysis result of the contamination, the volume of contaminated soil is estimated approximately 4, 150 cubic meters (7, 055 ton) with most contaminants existing along the groundwater flow within top soil layer.

• 한국지형학회지
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• 제20권1호
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• pp.35-43
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• 2013

본 연구는 사도(중도와 증도를 포함)에 분포하는 지형 및 지질경관의 특성을 조사하여 생태관광 및 지오투어리즘 그리고 학생을 위한 현장체험학습의 기초 자료를 제공하는데 목적이 있다. 연구지역에 분포하는 지형 및 지질경관은 국립환경과학원(2007)의 분류 안에 따르면 9종류의 지형경관 그리고 한국환경정책 평가연구원(2003)의 분류 안을 따르면 17종류가 분포하고 있다. 이러한 지형 및 지질경관은 사도를 찾는 관광객을 위한 생태관광, 지오투어리즘을 위한 기초 자료가 될 뿐 아니라 초, 중등 학생이 교과서에 제시된 다양한 지형과 지질의 예를 경험하고 관찰할 수 있는 현장체험학습의 자료로서도 활용가치가 있다. 또한 한국환경정책 평가연구원(2003)에서 제시한 지형 및 지질 유산의 조사 대상에 대해서는 보다 전문적이고 정밀한 조사를 통해 이들의 보존가치를 판단할 필요성이 있다.

• 암석학회지
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• 제24권4호
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• pp.323-335
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• 2015

달전현무암은 포항분지의 발달사 해석에 중요한 의미를 가지나 야외 산상, 층서적 위치, 동위원소 연대 등에서 연구자들 간에 많은 논란이 있다. 본 연구는 이러한 논란을 해결하기 위해 상세한 야외조사를 통해 이 암석의 분포와 연일층군과의 접촉관계를 밝히고 지화학 자료를 분석하였으며, $^{40}Ar/^{39}Ar$ 동위연소 연대를 측정하였다. 달전저수지 주변에는 연일층군과 관입접촉 관계를 가지는 3매의 현무암체와 10여 개의 소규모 암맥과 암상이 분포하고 있음이 밝혀졌다. 경하관찰에서 이들은 감람석과 휘석을 반정으로 하는 반상조직을 보이며 기질은 사장석, 감람석, 휘석 등으로 구성된 알칼리 현무암의 특징을 보인다. 기존 지화학 분석결과를 재구성한 결과, 3 매의 암체와 소규모 관입암들은 TAS 도표, 미량원소와 희토류원소 패턴, Zr-Ti 도표상에서 모두 동일한 지화학적 특성을 보이고 있다. 이들은 모두 알칼리 계열로 도시되며, 부화된 해양성 현무암 또는 지판 내의 알칼리 현무암과 유사한 원소별 패턴을 보인다. 또한 $^{40}Ar/^{39}Ar$ 동위연소 연대측정 결과, 13.82 Ma의 등시선 연대가 도출되었다. 이러한 결과들은 종합하면, 달전현무암은 알칼리 현무암으로써 층서적으로 연일층군을 관입한 포항분지 충전물에 속하는 것으로 결론지어진다.