• Title/Summary/Keyword: slope disaster

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Analysis of factors affecting vegetation cover for stabilization of granite weathered soil forest road cut slopes

  • Seong-Man Kim;Sung-Min Choi;Ye Jun Choe;Yun-Jin Shim;Joon-Woo Lee
    • Korean Journal of Agricultural Science
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    • v.49 no.4
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    • pp.809-819
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    • 2022
  • This study was conducted to improve the stability of cut slopes of forest roads in granitic weathered soil areas. The study area is a national forest road (road length 28.48 km) in Pyeongchang-gun, Gangwon-do. After data collection, a statistical analysis was performed using IBM SPSS (Ver. 26.0). First, the correlation analysis showed that structure, slope position, soil erosion, slope, and aspect (N, S) were correlated with vegetation coverage (p < 0.05). Elapsed years, slope distance, and aspect (E, W) were found to have no correlation with vegetation coverage. (p > 0.05) Second, one-way ANOVA and Kruskal-Wallis test results showed that vegetation coverage was worse when the slope was located at the top or the middle of the slope than at the bottom of the slope. In addition, the site with sheathing and gabions showed good vegetation coverage when compared with the site without structures. In the case of soil erosion, areas with severe damage and moderate damage showed worse vegetation coverage. Therefore, it is necessary to strengthen the slope angle of the cut soil of the granitic weathered soil area from 1 : 0.5 - 1.2 to 1 : 0.8 - 1.5. In addition, structures such as sheathing and gabions should be installed on granitic weathered land.

Study on Applicability of Cloth Simulation Filtering Algorithm for Segmentation of Ground Points from Drone LiDAR Point Clouds in Mountainous Areas (산악지형 드론 라이다 데이터 점군 분리를 위한 CSF 알고리즘 적용에 관한 연구)

  • Seul Koo ;Eon Taek Lim ;Yong Han Jung ;Jae Wook Suk ;Seong Sam Kim
    • Korean Journal of Remote Sensing
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    • v.39 no.5_2
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    • pp.827-835
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    • 2023
  • Drone light detection and ranging (LiDAR) is a state-of-the-art surveying technology that enables close investigation of the top of the mountain slope or the inaccessible slope, and is being used for field surveys in mountainous terrain. To build topographic information using Drone LiDAR, a preprocessing process is required to effectively separate ground and non-ground points from the acquired point cloud. Therefore, in this study, the point group data of the mountain topography was acquired using an aerial LiDAR mounted on a commercial drone, and the application and accuracy of the cloth simulation filtering algorithm, one of the ground separation techniques, was verified. As a result of applying the algorithm, the separation accuracy of the ground and the non-ground was 84.3%, and the kappa coefficient was 0.71, and drone LiDAR data could be effectively used for landslide field surveys in mountainous terrain.

Development of a distributed rainfall-runoff model with TIN-based topographic representation and its application to an analysis of spatial variability of soil properties on runoff response

  • Tachikawa, Yasuto;Shiiba, Michiharu
    • Journal of Korea Water Resources Association
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    • v.33 no.S1
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    • pp.28-36
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    • 2000
  • A TIN, Triagulated Irregular Network, based topographic modeling method and a distributed rainfall-runoff model using the topographic representation is presented. In the TIN based topographic representation, a watershed basin is modeled as a set of contiguous non-overlapping triagular facets : the watershed basin is subdivided according to streamlines to deal with water movement one-dimensionally ; and each partitioned catchment is approximated to a slope element having a quasi-three-dimensional shape by using cubic spline functions. On an approximated slope element, water movement is represented by combined surface-subsurface kinematic wave equations considering a change of slope gradient and slope width. By using the distributed rainfall-runoff model, the effects of spatial variability of soil properties on runoff response are examined.

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Real-Time Monitoring and Warning System for Slope Movements Using FBG Sensor. (광섬유격자 센서를 활용한 사면거동 실시간 안전 진단 시스템)

  • 장기태;정경선;김성환;박권제;이원효;김경태;강창국;홍성진
    • Proceedings of the Korean Geotechical Society Conference
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    • 2000.11b
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    • pp.60-76
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    • 2000
  • Early detection in real-time response of slope movements ensures tremendous saving of lives and repair costs from catastrophic disaster Therefore, it is essential to constantly monitor the performance and integrity of slope-stabilizing structures such as Rock bolt, Nail and Pile during or after installation. We developed a novel monitoring system using Fiber Bragg Grating (FBG)sensor. It's advantages are highly sensitivity, small dimension and electro-magnetic immunity. capability of multiplexing, system integrity, remote sensing - these serve real-time health monitoring of the structures. Real-time strain measurement by the signal processing program is shown graphically and it gives a warning sound when the monitored strain state exceeds a given threshold level so that any sign of abnormal disturbance on the spot can be easily perceived.

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Development of a distributed rainfall-runoff model with TIN-based topographic representation and its application to an analysis of spacial variability of soil properties on runoff response

  • Tachikawa, Yasuto;Shiiba, Michiharu
    • Proceedings of the Korea Water Resources Association Conference
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    • 2000.05a
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    • pp.28-36
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    • 2000
  • A TIN, Triangulated Irregular Network, based topographic modeling method and a distributed rainfall-runoff model using the topographic representation is presented. In the TIN based topographic representation, a watershed basin is modeled as a set of contiguous non-overlapping triangular facets: the watershed basin is subdivided according to streamlines to deal with water movement one-dimensionally; and each partitioned catchment is approximated to a slope element having a quasi-three-dimensional shape by using cubic spline functions. On an approximated slope element, water movement is represented by combined surface-subsurface kinematic wave equations considering a change of slope gradient and slope width. By using the distributed rainfall-runoff model, the effects of spatial variability of soil properties on runoff response are examined.

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Topographical Changes in Torrential Stream After Dredging in Erosion Control Dam - Using Terrestrial LiDAR Data - (사방댐 준설이 계류의 지형변화에 미치는 영향 - 지상 LiDAR 자료를 이용하여 -)

  • Seo, Junpyo;Woo, Choongshik;Lee, Changwoo;Kim, Kyongha;Lee, HeonHo
    • Journal of Korean Society of Forest Science
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    • v.103 no.3
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    • pp.392-401
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    • 2014
  • This research was carried out to understand the impact of mountainous torrent on topographical change of slope and sediment volume within a deposit line by dredging of soil erosion control dam. Terrestrial LiDAR surveys were conducted at dredged and non-dredged sites. Terrestrial LiDAR has an advantage on detecting topographical changes easily without demanding workmanship and technical skill for users. The distribution of erodible slope ($20^{\circ}-40^{\circ}$) was higher in non-dredged site than that of dredged site. However, the distribution was higher in dredged site than that of non-dredged site after rainy season. Erosion and deposition appeared regularly in a dredged site, but those occurred irregularly in the non-dredged site. The inflow of soil per square meter was 1.7 times higher in dredged site than that of non-dredged site after rainy season. The difference of rainfall in each site did not affect to soil erosion. The distribution of erodible slope was increased in dredged site than that of non-dredged site after rainy season due to inflow of soil from upper stream caused by dredging.

Case Study on Preventing method of Sediment-Related Disaster for damage reduce (토사재해 저감 대책방안을 위한 사례)

  • Baek, Yong;Kim, Bu-Saeng;Park, Kyung-Boo;Kim, Hak-Jun
    • Proceedings of the Korean Geotechical Society Conference
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    • 2006.10a
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    • pp.611-614
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    • 2006
  • 매년 발생하는 산사태에 대한 피해를 최소화하기 위하여 일본의 사면 붕괴와 대책방안에 대한 조사를 실시하였다. 지난 2006년 7월 강원도 영서지방에 발생한 산사태 피해 현황을 살펴보고 사방기술의 선진국인 일본을 방문, 이에 대한 자료를 수집 분석하였다. 산악지형으로 구성된 지형이 국내와 매우 유사하고 자연재해가 더욱 많은 일본의 선진 사방대책에 대한 기술을 습득하여 국내형의 기술개발과 정책결정에 도움을 얻고자 본 조사를 실시하였다. 본고는 수집된 자료를 바탕으로 국내의 정황과 비교하며 정리한 것이다.

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A Case Study of Collapse at Tunnel Portal adjacent to the Large Cut Slope (대절토사면과 인접한 터널갱구부의 붕괴사례연구)

  • Koo, Ho-Bon;Kim, Seung-Hee;Rhee, Jong-Hyun;Kim, Jin-Hwan
    • 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.

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Slope Behavior Analysis Using the Measurement of GFRP Underground Displacement (GFRP 록볼트 계측을 통한 사면 거동 분석)

  • Jin, Ji-Huan;Lim, Hyun-Taek;Bibek, Tamang;Chang, Suk-Hyun;Kim, Yong-Seong
    • Journal of the Korean Geosynthetics Society
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    • v.17 no.4
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    • pp.11-19
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    • 2018
  • Although many researches related to monitoring and automatic measuring devices for early warning system during slope failure have been carried out in Korea and aboard, most of the researches have installed measuring devices on the slope surface, and there are only few researches about warning systems that can detect and warn before slope failure and disaster occurs. In this study, slope failure simulation experiment was performed by attaching sensors to rock bolts, and initial slope behavior characteristics during slope failure were analyzed. Also, the experiment results were compared and reviewed with varied slope conditions, i.e. shotcrete slope and natural slope, and varied material conditions, i.e. GFRP and steel rock bolt. This study can be used as a basic data in development of warning and alarm system for early evacuation through early detection and warning before slope failure occurs in steep slopes and slope failure vulnerable areas.

Shallow Landslide Assessment Considering the Influence of Vegetation Cover

  • Viet, Tran The;Lee, Giha;Kim, Minseok
    • Journal of the Korean GEO-environmental Society
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    • v.17 no.4
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    • pp.17-31
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    • 2016
  • Many researchers have evaluated the influence of vegetation cover on slope stability. However, due to the extensive variety of site conditions and vegetation types, different studies have often provided inconsistent results, especially when evaluating in different regions. Therefore, additional studies need to be conducted to identify the positive impacts of vegetation cover for slope stabilization. This study used the Transient Rainfall Infiltration and Grid-based Regional Slope-stability Model (TRIGRS) to predict the occurrence of landslides in a watershed in Jinbu-Myeon, Pyeongchang-gun, Korea. The influence of vegetation cover was assessed by spatially and temporally comparing the predicted landslides corresponding to multiple trials of cohesion values (which include the role of root cohesion) and real observed landslide scars to back-calculate the contribution of vegetation cover to slope stabilization. The lower bound of cohesion was defined based on the fact that there are no unstable cells in the raster stability map at initial conditions, and the modified success rate was used to evaluate the model performance. In the next step, the most reliable value representing the contribution of vegetation cover in the study area was applied for landslide assessment. The analyzed results showed that the role of vegetation cover could be replaced by increasing the soil cohesion by 3.8 kPa. Without considering the influence of vegetation cover, a large area of the studied watershed is unconditionally unstable in the initial condition. However, when tree root cohesion is taken into account, the model produces more realistic results with about 76.7% of observed unstable cells and 78.6% of observed stable cells being well predicted.