• The Journal of Engineering Geology
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• v.22 no.2
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• pp.223-231
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• 2012

Many cut slopes are located near national highways, resulting in large annual damage to infrastructure from the collapse of cut slopes. Therefore, to effectively maintain cut slopes, high-risk slopes should be identified and monitored. In this paper, we evaluate the effectiveness of the management of cut slopes using the risk score calculated from cut-slope inventory data. The inventory survey, as a simple assessment of the characteristics of various slopes, was performed to collect basic data that could be obtained visually in the field for the management of cut slopes. This method is not a precise survey, and it was composed of the general status and characteristics of cut slopes, the inspector's assessment, and inventory data in order to estimate a risk score for each slope. In this paper, we calculated the risk score by investigating the present status of cut slopes adjacent to 10,461 national roads. In order to evaluate the effectiveness of using risk score data, we compared the score for stable slopes with those of failed cut slopes. Failed cut slopes occurred in sections with the highest risk score. The results show that risk score derived from the inventory survey of cut slopes are useful in the management of cut slopes with risk of failure and in monitoring large numbers of cut slopes.

• The Journal of Engineering Geology
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• v.18 no.1
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• pp.37-44
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• 2008

KICT has been carrying out inventory research on the cut slopes of national roads. Inventory research results are basic data to cut slope management system. Inventory data are classified by general status, cut slope characteristics and inspector opinion. Inventory data are utilized to figure out dangerous slopes and decide survey ranking of detailed safety diagnostication. This paper drew the distribution area of dangerous cut slopes using inventory data in Chungcheongdo, and verified efficiency on distribution area of dangerous cut slopes by comparing occurrence frequency of real collapsed cut slopes.

• Proceedings of the Korean Geotechical Society Conference
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• 2000.11b
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• pp.199-209
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• 2000

산악지를 절취하여 형성된 국내의 고속도로 상에 분포하는 절토사면은 그 분포갯수가 많아 분포현황 조차 파악이 어려운 상태이며 체계적인 관리가 되지 않은 상태였다. 본 논문은 지난 1년동안 현장조사된 자료를 토대로 국내 고속도로상에 분포하는 절토사면의 현황을 파악하고 노선별로 절토사면에 대한 현장조사자료를 분석하여 각암종별 사면의 붕괴유형 및 붕괴원인에 대해 분석하였다.

• Journal of the Korean Geotechnical Society
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• v.25 no.12
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• pp.27-35
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• 2009

KICT (Korea Institute of Construction and Technology) and KISTEC (Korea Infrastructure Safety and Technology Corporation) have been carrying out inventory survey on cut slopes along national roads since 2006. Unlike precision safety check, cut slope inventory survey is a simple check about cut slope's characteristics with the naked eye to collect the data base of slope maintenance. Inventory survey is classified into general status, cut slope characteristics and inspector opinions. The inventory data are analyzed to identify dangerous slopes and decide a safety ranking. In this paper, we performed a correlation analysis using SPSS (ver.15) about the 10,461 cut slope inventory data which are collected in Kangwondo and Chungcheongdo from 2006 to 2008. We calculated the correlation coefficient between cut slope inventory data and the danger score derived from the data. And we evaluated cut slope inventory data which have the more influence on the danger degree of cut slope. According to results of correlation analysis, we found that inventory data influencing cut slope danger degree are stuck and fallen rock, orientation of discontinuity and angle of upper slope. And these data are slightly different by regionally. Later on, if inventory research is finished, we will understand regional characteristics of cut slopes.

• Journal of the Korean Association of Geographic Information Studies
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• v.15 no.2
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• pp.1-11
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• 2012

Due to a heavy rain resulted from the global environmental change, collapse accidents happen annually and it is a tendency to increase the loss of life and economy. Thus, measures for the collapse of slope are required. If the slope can be simulated before cutting, the collapse can be predicted, and also the accident of the collapse can be minimized at the cost of recovery. This paper presents a simulation method of a slope which is important in cutting. The method is modeling and designing using Petri-Net and is implemented in the Windows XP using Arc GIS. Therefore, by means of cutting and reclamation based on GIS, this paper can contribute to saving a lot of time and money.

• 한국방재학회:학술대회논문집
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• 2008.02a
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• pp.573-576
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• 2008

절토사면 및 천심도 터널의 경우 불연속면을 따른 블록의 미끄러짐 및 회전 등이 안정성에 큰 영향을 미친다. 국도나 지방도 등을 확장 공사함에 따라 산악이 많은 우리나라 지형의 특성상 절토사면이 많이 발생하게 되고, 경우에 따라서는 이러한 절토사면에 터널이 위치하게 된다. 이런 상황의 터널갱구부 및 인접한 절토사면부에서 붕괴 및 균열이 빈번하게 발생되고 있다. 본 연구에서는 대절토사면과 인접한 터널갱구부에 대하여 편토압이 균열의 주원인인지를 결정하기 위하여 변위 및 응력 패턴을 분석한 사례연구를 제시하였다. 조사대상지역은 울진군에 위치한 터널굴진 현장이고, 붕괴는 터널갱구부와 인접한 절토사면부에서 발생하였으며 터널갱구부 상단의 숏크리트 타설지역에서 다수의 균열이 관찰되었다. 언급한 터널갱구부의 변위 및 응력패턴을 모사하기 위하여 유한차분법에 근거한 플랙을 사용하였으며, 세밀한 수치해석을 위해 편재절리모델을 도입하였다. 마지막으로, 터널갱구부의 균열에 영향을 미친 주원인에 대한 고찰을 다루었다.

• Proceedings of the Korean Geotechical Society Conference
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• 2000.11b
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• pp.123-135
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• 2000

절토사면 보호.녹화공의 개념과 분류체계가 아직까지 확립되어 있지 않으며, 현장에서 공법의 선정과 시공도 여러 가지 적절하지 못한 경우가 자주 발생하고 있다. 이러한 것을 해결하기 위해서는 이 분야에 대한 지속적인 투자와 관심, 그리고 관련회사의 사면의 환경특성을 고려한 성실시공이 수반되어야 한다. 또한, 절토사면의 장.단기적인 유지관리를 위해서 사면의 분포현황, 사면녹화공의 시공.관리상태, 환경특성 등의 자료를 조사하여 종합적인 사면유지관리시스템과 연계해야 할 것이다.

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2001.03a
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• pp.204-218
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• 2001

절토사면은 토층, 풍화토, 풍화암, 연암, 경암 등의 풍화도가 다른 물질로 구성되어 있어 지반구성 물질에 대한 공학적인 판단이 쉽지 않으며 시공 중 또는 후에 사면의 안정성 문제가 대두되고 있는 실정이다. 사면의 안정성 문제는 과거 30여 년 동안 고속도로의 많은 절토사면에서 경험되어 왔으며 현재에도 계속적으로 사면붕괴 및 복구를 경험하고 있으나 체계적인 관리 및 조사가 이루어지지 않고 있다. 따라서, 본 연구는 절토사면의 체계적인 관리체계의 구축과 효율적인 자료분석을 위하여 사면관리용 데이터베이스 프로그램을 개발하였다. 이들 관리프로그램을 활용한다면 국내에 분포하는 암반의 내적 요인들에 대한 지질 공학적인 특성을 파악할 수 있으며 지역에 따라 분포하는 암석종류, 지질시대 및 지질구조에 따라 붕괴유형 및 발생빈도 등을 분석함으로써 도로 및 주택단지의 개설시 예비적인 사면안정문제를 예견할 수 있을 것으로 판단된다.

• Journal of Korean Society for Geospatial Information Science
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• v.18 no.4
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• pp.87-92
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• 2010

With recent localized heavy rain, the collapsing accident of the cut slopes occur repeatedly every year. The maintenance of the cut slopes is very crucial as the collapsing of cut slopes causes various calamities such as human causalities and sweeping away of the roads. By looking at the study of current situation of the cut slopes, designed for maintenance of cut slopes, the locations of the damaged districts are hard to figure out as they are represented through distance mark and longitude and latitude. In this paper has used NDGPS methods and VRS service through GPS signal corrections that are received by DGPS standard department to correctly analyze the exact location and the shape of the slope. The result of this analysis shows that both methods produce similar shape of the slope. Therefore, these two methods, NDGPS methods and VRS service, can be applied to other analysis of cut slopes in different areas.

• Journal of Korean Society for Geospatial Information Science
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• v.18 no.4
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• pp.71-77
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• 2010

Cut Slope Management System(CSMS) is a systematic maintenance and management system designed to prevent the collapse of cut slopes located along national roads. In order to implement safe road operation system, KICT has started the inventory of cut slopes and developed a cut slope database since 2006. Cut slope database management system using GIS technology and navigation system was developed as a Information Technology application. Through the Cut Slope Navigation System(SLOPE-Navi.), the previously developed database was checked and verified. The converted cut slope inventory data and field investigation data of 28,707 cut slopes were loaded on the navigation map. We consider that the Cut Slope Navigation Management System can be useful as in-situ system, which can be systematic and effective DB management and operation to prevent cut slope collapses and establish a remedial countermeasure as mitigation concerning disasters.