• 한국방재학회 논문집
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• 제4권3호
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• pp.9-17
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• 2004

최근 발생하는 집중호우 및 태풍을 동반한 국지성 호우로 인한 사면붕괴가 자연재해 피해의 큰 부분을 차지하고 있으며, 사면붕괴로 인한 피해가 해마다 증가하는 추세에 있다. 본 연구에서는 사면붕괴를 예지하기 위하여 예 경보시스템 도입에 대한 검토를 다음 사항에 중점을 두어 수행하였다. (1) 사면붕괴의 유형과 원인을 분석한다. (2) 현재 많이 사용하고 있는 사면안정성 평가기준을 검토한다. (3) 사면의 지형적 지질학적 특성뿐 아니라 사면을 구성하는 물질들의 특성을 고려함으로써 사면의 안정성을 평가한다. 그리고 (4) 사면안정성에 영향을 미치는 가장 중요한 변수들을 결정한다. 사면 예 경보는 자동계측시스템을 이용하여 데이터를 수집하고 인터넷 기술을 이용하여 수집된 데이터를 전송하여 분석하면 관리 기준값과 비교를 통하여 예 경보가 이루어지는 시스템을 제안하였다. 이 연구에서 제안한 관리 기준값은 경보단 산정의 기준이 되는 1차, 2차 기준값으로 구분하였는데, 측정된 계측 데이터의 분석 및 연구를 통하여 기준값의 지속적인 수정 및 보완이 필요하다.

• 기술혁신학회지
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• 제14권1호
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• pp.60-84
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• 2011

본 연구에서는 연구개발 사업에서 기술가치평가의 중요성 및 필요성을 인식하며, ANP(Analytic Network Process)기법을 적용하여 연구개발 사업으로 추진되고 있는 가스하이드레이트 개발 사업의 기술향상도를 평가하였다. ANP 방법은 요인들간의 상호 종속성 및 네트워크를 고려하여 연구개발 사업을 통해 개발된 기술의 가치를 평가 할 수 있다는 장점이 있다. 가스하이드레이트 개발사업의 기술향상도 평가를 위하여 사업의 4개 기술 분야 별 전문가의 자문 및 설문 결과를 바탕으로 기술향상도에 영향을 미치는 속성을 선정하였고, 각 속성 및 대안의 상호 종속성 관계를 고려한 네트워크 구조도를 도출하였다. ANP 기법을 적용하여 가중치 행렬을 도출한 결과 네트워크 구조도에서 보여지는 상호 관계를 확인할 수 있었다. 이러한 속성간 네트워크 관계는 기술가치평가에서 ANP 방법의 적용의 당위성을 제공해 준다. 기술향상도를 나타내는 요인의 극한 가중치 도출 결과에서는 모든 기술에서 실현 가능성이 가장 높게 평가되었다. 1위 이외에 다른 속성의 순위 및 기술향상도의 평가에서는 사업 수행 전 기술의 수준에 따라 영향을 받는 것으로 분석되었다.

• 자원환경지질
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• 제5권1호
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• pp.21-38
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• 1972

In this paper, the author discussed about following subjects for the studies of acidic plutonic rocks in Korea. (1) The criteria of distinction between ortho-origin and para.origin of acidic plutonic rocks using the statistic chemical treatment of lognormal type distribution of H.L. Arhens (1954, 1957, 1963), the normative Q-Ab-Or triangle of O.F. Tuttle and N.L. Bowen(1958), plagioclase twin type of M. Gorai(1952) and optical measurement of ordering degree of plagioclase of K. Uruno(1963), (2) Macroscopic structural classification of migmatites of K.R. Mehnert(l968), (3) Volcano-plutonism comparing the geological features in the younger orogenic belts in Japan and Cordillera in America and (4) The original sources of granitic magma in the viewpoint of isotope geology.

• 한국측량학회지
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• 제33권6호
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• pp.579-587
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• 2015

Landslides are major natural geological hazards that result in a large amount of property damage each year, with both direct and indirect costs. Many researchers have produced landslide susceptibility maps using various techniques over the last few decades. This paper presents the landslide susceptibility results from the geographically weighted regression model using remote sensing and geographic information system data for landslide susceptibility in the Inje area of South Korea. Landslide locations were identified from aerial photographs. The eleven landslide-related factors were calculated and extracted from the spatial database and used to analyze landslide susceptibility. Compared with the global logistic regression model, the Akaike Information Criteria was improved by 109.12, the adjusted R-squared was improved from 0.165 to 0.304, and the Moran’s I index of this analysis was improved from 0.4258 to 0.0553. The comparisons of susceptibility obtained from the models show that geographically weighted regression has higher predictive performance.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2001년도 춘계학술대회 논문집
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• pp.74-80
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• 2001

The estimation of recurrence interval for fault activity and earthquake is an important input parameter for seismic hazard assessment. In this study, the methods of recurrences interval estimation were reviewed and tentative calculation was performed for age dating data which have uncertainty. Age dating data come from previous studies of Ulsan fault system which is a well developed lineament in the southeastern part of korean Peninsula. Age dating for fault gouges, parent rocks, Quaternary sediments and veins were carried out by several researchers through various methods. Recurrence interval for fault activity was estimated on the basis of the age dating data of minor fault gouge and sediments during past 3Ma. The estimated recurrence interval was about 430-500 ka. Exact estimation of recurrence interval for fault activity need to compile more geological data and fault characteristics such as fault length, amount of displacement, slip rate and accurate fault movement age. In the future, the methods and results of fault recurrence interval estimation should be considered for establishing the criteria for domestic active fault definition.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.431-438
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• 2002

Reclaimed coastal areas for the construction of ports and harbors are in general subjected to strong possibility of liquefaction. In this research, a new method for liquefaction hazard microzonation based on liquefaction settlements was developed. Severity of liquefaction hazard was defined by liquefaction settlements obtained from the method proposed by Tokimatsu and Seed. 10 coastal areas, representing typical geological and geotechnical characteristics of Korean ports and harbors, and 3 real earthquake records for site response analysis were selected. From this research, liquefaction settlement criteria is adapted as a new quantitative index for the liquefaction hazard microzonation. Liquefaction settlements were also compared with LPI (Liquefaction Potential Index), obtained from the assessment of liquefaction potential based on the modified Seed and Idriss's method. As an example, 2 and 3 dimensional liquefaction hazard microzonations of Pusan port and harbor area were mapped by overlapped liquefaction settlement contours.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2006년도 학술발표회 논문집
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• pp.33-40
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• 2006

Since early 1990's, several Quaternary faults have been found in the southeastern part of the Korean peninsula with reference to fault activity. Because some of these faults could be considered a capable fault, it is a very delicate matter, which need to be deal with carefully in assessing the seismic hazard. In determining whether or not a faults are capable, because of the low rate of seismicity and insufficient relationship between instrumental macro-seismicity and fault, there has been considerable debate among geologists and geophysicists in Korea. In this study, we discuss the criteria and probabilistic approaches that are used to assess whether or not a fault is seismogenic. And, we preliminarily also suggest the probability of fault activity from the spatial association between faults and earthquake epicenters, fault slip and tectonic stress, and geological evidence for multiple episodes of reactivation.

• Structural Engineering and Mechanics
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• 제35권4호
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• pp.479-491
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• 2010

Advances in geological studies, have identified increased seismic activity in the world's ocean once believed to be far from seismic hazards. The increase in demand of oil and other hydrocarbons leaves no option but to install a suitable offshore platform on these seismically sensitive offshore basins. Therefore, earthquake based design criteria for offshore structures are essential. The focus of the present review is on various computational techniques involved for seismic response study. The structural and load modeling approaches, the disturbed fluid-structure and soil-structure interaction as well as hydrodynamic damping due to earthquake excitation are also discussed. A brief description on the reliability-based seismic design approach is also presented.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2003년도 Proceedings of ACRS 2003 ISRS
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• pp.933-935
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• 2003

Geo-scientifically viable, environmentally suitable, and socially acceptable sanitary landfill sites are very limited in the Kathmandu Valley and is confronted with the burning problem of safe disposal of urban waste. This paper deal with the evaluation and assessment of its interface, following the major criteria defining suitable geological barrier, Cation Exchange Capacity and other necessary physical parameters with the optimum utilization of remotely sense data along with GIS techniques. The study revealed one of the most viable sites at the flat land of natural depression of Taikabu area and has potential to serve all the municipalities of the Kathmandu Valley.

• Structural Monitoring and Maintenance
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• 제5권1호
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• pp.67-78
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• 2018

The stability of cutting slope influences the safety of railway operation, and how to identify the stability of the slope quickly and determine the rational monitoring plan is a pressing problem at present. In this study, the attribute recognition model of risk assessment for high cutting slope stability in the heavy haul railway is established based on attribute mathematics theory, followed by the consequent monitoring scheme design. Firstly, based on comprehensive analysis on the risk factors of heavy haul railway loess slope, collapsibility, tectonic feature, slope shape, rainfall, vegetation conditions, train speed are selected as the indexes of the risk assessment, and the grading criteria of each index is established. Meanwhile, the weights of the assessment indexes are determined by AHP judgment matrix. Secondly, The attribute measurement functions are given to compute attribute measurement of single index and synthetic attribute, and the attribute recognition model was used to assess the risk of a typical heavy haul railway loess slope, Finally, according to the risk assessment results, the monitoring content and method of this loess slope were determined to avoid geological disasters and ensure the security of the railway infrastructure. This attribute identification- risk assessment- monitoring design mode could provide an effective way for the risk assessment and control of heavy haul railway in the loess plateau.