• Title/Summary/Keyword: 절토 사면

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Infiltration Characteristics of a Weathered Cut-Slope during Repetition Rainfall (반복강우에 의한 풍화토층 절토사면 침투특성에 관한 연구)

  • Lee, Jeong-Yeob;Kim, Seung-Hyun;Choi, Ji-Yong;Koo, Ho-Bon
    • The Journal of Engineering Geology
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    • v.20 no.4
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    • pp.409-414
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    • 2010
  • In recent years, intensive rainfall has occurred with increasing frequency due to climate change, and has had an effect on slope failure. Such rainfall is intense and occurs repeatedly. During the rainfall, most of the water flows along the slope face, but some seeps into the soil, inducing surface failure of the slope. In this study, the infiltration characteristics of intensive rainfall are analyzed under various conditions to evaluate its effect on slope stability, using the Finite Element Method. As a results of this study, the shorter rainfall period and the more rainfall repetition number, the bigger effect of rainfall infiltration is and although the duration of rainfall is short, infiltration effect of rainfall is necessary to be considered on slope stability.

Study on Dangerous Cut-slopes Distribution Using Inventory Data in Chungcheongdo (절토사면 현황자료를 이용한 충청도 관내 위험절토사면 분포 연구)

  • Kim, Jin-Hwan;Koo, Ho-Bon;Rhee, Jong-Hyun;Yun, Chun-Joo
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.03a
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    • pp.858-862
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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 used in cut slope management system. Inventory data are classified by general status, cut slope characteristics and inspector opinion. Cut slope inventory data are utilized to figure out dangerous slopes and decide survey ranking of detailed safety diagnostication. This paper drew the distribution of dangerous cut slopes using inventory data in Chungcheongdo, then verified an efficiency on distribution of dangerous cut slopes by comparing occurrence frequency of real collapsed cut slopes.

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A Study on the Stability Evaluation and Numerical Simulation of Toppling Failure on a Cut-Slope (절토사면의 전도파괴에 대한 안정성 평가 및 수치해석적 고찰)

  • Choi, Ji-Yong;Kim, Seung-Hyun;Koo, Ho-Bon
    • The Journal of Engineering Geology
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    • v.20 no.1
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    • pp.13-23
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    • 2010
  • Toppling failure of a slope is defined as failure behavior accompanying the rotation of rock block which is different from other failure such as sliding along with discontinuities and so on. It generally occurs in the region that discontinuities were developed with inverse dip direction to a slope and it could play a critical role in judging stability of slope. In this study, the stability evaluation was performed about toppling failure on a jointed road cut-slope. To check the deformation behavior, numerical analysis is widely used. However common analysis programs are based on continuum model. Recently, many methods that discontinuity properties can be considered in continuum analysis are suggested. In this study, numerical analysis based on FEM(Finite Element Method) was performed using interface element applied in heterogeneous boundary to simulate effects of discontinuities.

Borehole Image Processing System(BIPS)를 이용한 사면 안정성 해석

  • Yu, Byeong-Ok;Kim, Byeong-Seop
    • Journal of the Korean Geophysical Society
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    • v.5 no.2
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    • pp.111-129
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    • 2002
  • Generally, investigation methods of cut slope are conucted only geological surface survey to gain engineering geological data of cut slopes. These methods have many problems such as limitations of investigation for a special area. So geophysical investigations such as geotomography, seismic and electrical resistivity methods have been used to search for failure surface in potential failure slopes or failed slopes. But investigation method using the borehole camera is recently a used method and it is thought that this method is more reliable method than other investigation methods because of being able to see by the eyes. Therefore, this paper was conducted investigations of borings and BIPS(Borehole Image Processing System) to search for potential sliding surfaces and was applied to obtain information of discontinuity on failed and potential failure slope in highway. As the results of BIPS, we could decide potential sliding surface in the slope, conducted to check slope stability and decided slope stability measures.

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Development of Cutting Slope Management System Using PDA (개인용 휴대 단말기를 이용한 절토사면 관리시스템 개발)

  • Kim, Jae-Cheol;Park, Jae-Kook;Yang, In-Tae
    • Journal of Korean Society for Geospatial Information Science
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    • v.15 no.4
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    • pp.59-69
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    • 2007
  • The scale of a natural disaster grows bigger and bigger every year. The government spends much of its budget on recovering the resulting damage on a national scale. It is important to shift the paradigm from taking measures after a disaster to that of taking preventive actions before a disaster in order to bring a fundamental resolution to such problems. In taking preventive actions and policies, it is necessary to integrate various kinds of advanced technologies including IT, high-tech information gathering technology and operational technology, and to predict and evaluate natural disasters on a comprehensive level. Although Korea is a country with a strong IT sector, most information gathering is still performed in paper. In particular, information about the areas of previous landslide occurrences and slopes remains on paper, which makes it difficult to share the information and to discern the contents, and also raises the possibility of missing documents. Thus this study set out to develop an information gathering and management system for cutting slopes using PDA from the perspective of information gathering, system compatibility, and information management. As a result, field information may be gathered in a variety of forms (location, photos, and texts) real-time. A rough judgment was also made of the stability of rock slopes using the SMR method on the field.

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Native Plants Selection for Ecological Replantation and Vascular Plants in Forest Road Slope - In Case Study on Forest Road of Gyeongsangnam-do and Jeollanam-do - (임도사면의 생태적 녹화를 위한 자생식물 선정 및 관속식물상 - 경상남도와 전라남도 임도를 중심으로 -)

  • 이미정;이준우;전권석;지윤의;김명준;김종윤;송호경
    • Korean Journal of Environment and Ecology
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    • v.17 no.3
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    • pp.201-209
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    • 2003
  • This study was carried out to select proper species fur early stage replantation in forest road cut-slope. From one to fifteen years elapsed forest roads in four regional areas of Gyeongsangnam-do and Jeollanam-do, sample plots were selected, and their vegetations and environmental factors were investigated. Invaded species and plant coverage have increased with elapsed years. The occurrence rate of herbs have decreased, while the occurrence of trees have increased with elapsed years. The ordination analysis showed that distribution of species was influenced by the elapsed year, the slope angle of the cut-slope, elevation, and the direction angle of the cut-slope. Dactylis glomerata, Poa pratensis, Amorpha fruticosa, Lespedeza sp., Artemisia princeps var. orientalis, Duchesnea chrysantha, Miscanthus sinensis, Pueraria thunbergiana, Zanthoxylum schinifolium, Rhus chinensis, and Weigela subsessilis were considered as proper species for replantation in forest road cut-slope, besides the species used already. Seventy seven family, 190 genus, 233 species, 38 variety, and 271 species in total were counted as invaded plant species in the survey zone. Naturalized plants were 18 species. Invaded species are, with high frequency first, Rubus crataegifolius, Artemisia princeps var. orientalis, Zanthoxylum schinifolium, Pueraria thunbergiana, Pinus densiflora, Lespedeza maximowiczii, Lysimachia clethroides, Lespedeza bicolor, Youngia denticulata, Miscanthus sinensis, and Erigeron annuus.

A Case Study on Establishing Test Bed of Slope Structure Measurement System using Optic Fiber Sensor (광섬유센서를 이용한 사면시설물 계측시스템 시범구축 사례 연구)

  • Kwon, O-Il;Baek, Yong
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.1026-1031
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    • 2009
  • 21세기 대한민국은 지반분야에 있어서 과거 건설위주의 발전에서 유지관리의 중요성이 대두되는 시대로 변모하였다. 특히 이상기후에 의한 집중호우 발생이 빈번해진 상황에서 외부조건에 직접적으로 노출되어있는 사면구조물은 타 지반구조물보다 상대적으로 관리의 필요성이 더 높다. 사면의 유지관리 방법 중에서도 계측에 의한 상시 모니터링 시스템 구축 관련 기술이 주목을 받고 있으며, 장기적인 시스템 운용 측면에서 내구성이 우수한 광섬유 재료를 이용한 계측 시스템 개발이 국가적 지원을 받으며 연구가 활발히 진행 중에 있다. 본 연구는 암반사면의 균열부에 설치하여 미세한 거동을 측정할 수 있는 광섬유 정밀 계측 시스템을 개발하고, 실제 사면 현장에 시범 구축한 사례를 요약한 것이다. 영동고속도로 원주지사 관내에 있는 암반사면을 대상으로 총 6개의 센서를 변위발생 가능성이 높은 균열부에 설치하였다. 계측데이터의 수집과 전송을 위하여 사면 하단부에 컨트롤박스를 설치하고 데이터로거, 운용시스템, 유선네트워크 시스템을 구축하였다. 설정된 주기별로 취득되는 계측데이터는 우선적으로 현장에서 저장되고, 사무실에서도 원격으로 제어할 수 있는 시스템을 시범적으로 구축하여 운용중에 있다. 향후 계측 시스템의 센서부, 데이터로거, 운용프로그램 등을 추가 연구를 통하여 개선하고 현장에 반영하는 과정을 반복함으로써 사면 시설물의 유지관리에 최적의 시스템을 개발 및 구축하는 것이 본 연구의 최종적인 목표이다.

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