• Title/Summary/Keyword: 사면 물질 이동

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Mass-Movement of Slope Material Since the Last Glacial Period at Angol Basin within Downstream Area of Gurongcheon in Cheonan, Choongnam Province (충남 천안 구룡천 하류부 안골유역의 최종빙기 이후 사면물질이동)

  • PARK, Ji-Hoon;PARK, Kyeong
    • Journal of The Geomorphological Association of Korea
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    • v.17 no.3
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    • pp.31-47
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    • 2010
  • The history of mass movement has been reconstructed from the Angol basin in Guryongcheon drainage basin. Sedimentary facies study, radiocarbon dating, particle size analysis, magnetic susceptibility and geomorphological analysis have been performed to reconstruct the paleo-environmental history of Angol basin. From 40,480 to 9,850yrBP there were five periods of slope instability and from 9,850yrBP to present there were at least four periods of slope instability. Magnetic susceptibility curves match well with the sedimentary facies data. This study may help reconstruct the denudational history of the small basins in Cheonan area and could be the cornerstone of the paleo-climatological study of the Korean Peninsula.

The Process of Hillslope Denudation and History of Mass-Movement at the Uppermost Stream of Maegokcheon During the Holocene (충남 매곡천 최상류에 있어서 홀로세 구릉사면의 삭박과정과 사면물질이동의 이력)

  • Park, Ji-Hoon;Jung, Hea-kyung
    • Journal of The Geomorphological Association of Korea
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    • v.18 no.2
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    • pp.25-37
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    • 2011
  • The purpose of this study is to investigate the history of phenomenon(hereinafter called mass-movement) of movement of inorganic material originated from hillslope by denudation of hillslope surrounding the watershed during Holocen period in the Chaamgol watershed(hereinafter called study watershed) uppermost stream of Maegokcheon Cheonan-si Chungnam. To do this, for the object of allivium distributed in valley bottom of study watershed, facies analysis, radiocarbon dating and grain size analysis were conducted and geomorphological analysis on study watershed conducted together. The result is like the following. It was confirmed that over around 9,100yrBP~to recent due to a few times of mass-movement occurred in time scale of 102~103 years, a large quantity of inorganic material is mixed in organic material layer originated from wetland formed in valley bottom of study watershed or exists between organic material layers. And it was found that in study watershed, mass-movement occurred in instable period of hillslope after the Early Holocen existed at least 8 times (M1 period~M8 period) and wetland environment formed in the stable period of hill slope existed total 4 times (W1 period~W4 period). This analysis result will be used in the future as basic material in research of Holocen climate change of Maegokcheon watershed and in restoration of denudation process of hillslope following this.

사면안정

  • 이찬구;김남종;윤운상;최원학
    • Proceedings of the KSEG Conference
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    • 2004.03a
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    • pp.22001-22109
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    • 2004
  • 사면 파괴의 분류에 대하여는 여러 학자들(Hutchinson, 1968; Varnes, 1978; Hoek and Bray, 1981)에 의하여 시도되어 왔으며, 일반적으로 파괴면의 기하학적 형상, 물질의 이동 형태와 이동 물질의 종류 등에 따라 분류한다. 현재 널리 사용되는 사면 파괴에 대한 분류로는 Varnes(1978)와 Hoek and Bray(1981)의 분류법이다. 이외 일본 지반 공학회에서는 파괴 두께와 관련된 사면 붕괴 유형을 구분하였다. 여기서는 각각의 분류에 대해 기술하고, 일반적으로 암반 사면에 대한 붕괴 유형 분류를 제시한다. (중략)

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The Effect of Geosynthetic Mulching Mat on Surficial Soil Slope Stabilization (토목섬유 식생매트를 이용한 흙사면의 포토안정화)

  • 안태봉;조삼덕;한운우
    • Journal of the Korean Geotechnical Society
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    • v.17 no.3
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    • pp.51-58
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    • 2001
  • 본 연구에서는 종자와 비료, 부직포 지오텍스타일, 마 네트로 구성된 토목섬유 식생매트 시스템을 개발하였다. 개발된 식생매트를 흙 사면에 설치한 결과 사면의 식생성장과 사면안정에 긍정적인 효과를 얻었으며 이것은 실물시험을 통하여 강우와 사면에서의 유출수량, 부유물질, 토사침식량 등을 8개의 시험구에 식생매트를 분석하였다. 유출수량은 모든 시험구에서 강우량이 클수록 증가하였으며 식생매트를 설치한 곳이 안한 곳보다 유출수량이 작았으며 총부유물질은 유출수량에 크게 영향을 받는다. 식생매트는 흙 침식과 부유물질의 이동을 감소시켜 흙사면의 안정에 매우 유익하다. 또한 식생성장환경을 개선하며 특히 가뭄시에 성장에 매우 효과적이다.

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Slow Mass Movement on a Subalpine Slope of Mount Halla, Jeju Island (한라산 아고산대에서의 사면 물질 이동)

  • Kim, Tae-Ho
    • Journal of the Korean Geographical Society
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    • v.45 no.3
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    • pp.375-389
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    • 2010
  • In order to investigate the rates and factors of slow mass movement on a subalpine slope of Mount Halla, two painted stone lines were monitored in a bare patch at 1,710 m a.s.l. The mean movement of surface gravels is 58.2 cm, equivalent to 0.24 cm/day. However, the rates of movement vary with seasons. Compared with 0.05 cm/day of a non-frozen season, a frozen season shows 0.3 cm/day. It implies that the movement of surface gravels could be largely controlled by periglacial processes during a frozen season. In particular, frost creep including needle ice creep plays a main role in the movement of gravels under the thermal and soil conditions which are favorable for needle ice development. Since line II is located at a steeper slope than line I, the movement of line II was always larger than that of line I. However, slope gradient is not the most dominant factor contributing the movement of gravels, which can be interrupted by downslope big gravels and vegetation patches. The size and specific weight of gravels also can influence the movement of gravels. Porous and light scoriae result in relatively quick movement of gravels on the subalpine slope of Mount Halla.

Slope stability analysis and landslide hazard assessment in tunnel portal area (터널 갱구지역 사면안정성 및 산사태 위험도 평가)

  • Jeong, Hae-Geun;Seo, Yong-Seok
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.15 no.4
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    • pp.387-400
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    • 2013
  • In this study, the slope stability analysis and the landslide hazard assessment in tunnel portal slope were carried out. First, we selected highly vulnerable areas to slope failure using the slope stability analysis and analyzed the slope failure scale. According to analyses results, high vulnerable area to slope failure is located at 485~495 m above sea level. The slope is stable in a dry condition, while it becomes unstable in rainfall condition. The analysis results of slope failure scale show that the depth of slope failure is maximum 2.1 m and the length of slope failure is 18.6 m toward the dip direction of slope. Second, we developed a 3-D simulation program to analyze characteristics of runout behavior of debris flow. The developed program was applied to highly vulnerable areas to slope failure. The result of 3-D simulation shows that debris flow moves toward the central part of the valley with the movement direction of landslide from the upper part to the lower part of the slope. 3-D simulation shows that debris flow moves down to the bottom of mountain slope with a speed of 7.74 m/s and may make damage to the tunnel portal directly after 10 seconds from slope failure.

The Process of Hillslope Denudation Since the Last Glacial Maximum Near Tangjeong-myeon, Asan-si, Central Korea (아산시(牙山市) 탕정면(湯井面) 일대(一帶) 최종빙기(最終氷期) 최성기(最盛期) 이후(以後) 구사면(丘斜面)의 삭박과정(削剝過程))

  • PARK, Ji-Hoon;JANG, Dong-Ho
    • Journal of The Geomorphological Association of Korea
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    • v.15 no.2
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    • pp.67-83
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    • 2008
  • To find out the process of hillslope denudation since the Last Glacial Maximum in Asan area, we conducted the stratiform interpretation and carbon age measurements with the collected samples through trenching in the valley bottom of 'Agol' located in the lower stream of Magok stream. The results are as follows. 11 inorganic and 8 organic matter layers were confirmed at the point of trench MG1 in the subject area, 7 inorganic and 3 organic at the point of trench MG2, and 5 inorganic and 3 organic at the point of trench MG3, respectively. The frequency of hillslope denudation, hillslope mass movement, which had occurred in the unstable environment of back hillslope at the point of MG 1, was 11 times (8 times before about 2,900yrBP, twice in between about 2,900~1,900yrBP, and once after about 1,900yrBP) as a whole. The frequency of moor which had formed in the comparatively stable environment of back hillslope was 9 times (5 times before about 3,000yrBP, twice in between 3,000~2,800yrBP, and once in between 2,200~1,900yrBP) at minimum. The frequency of back hillslope denudation at the point of MG2 was totally 7 times (4 times before about 1,900yrBP and 3 times after about 1,900yrBP) and the moor formations were 3 times (twice before about 1,900yrBP and once after 1,900yrBP). The frequency of back hillslope denudation at the point of MG3 was totally 5 times (3 times before about 1,900yrBP and twice after about 1,900yrBP) and the moor formations were 3 times (twice before about 1,900yrBP and once after 1,900yrBP). The hillslope surrounded by valley bottom of 'Agol' was confirmed as the pile up of various inorganic matters by the mass movement such as sand or sandy gravel in the valley bottom of the subject area, formed not once but several times of denudation. We could know that the hillslope denudation cycle converged to the time period of $10^2{\sim}10^3$ years. These results will be an important basic data for restoring hillslope denudation process near Asan and changing climate of the Late Quaternary Period.

Experimental Study on Effect of Stranded Oil on the Penetration of Particulate Matters in Tidal Flat (연안 조간대에 표착된 기름이 입자상 물질의 토양침투에 미치는 영향의 실험적 연구)

  • Cheong, Cheong-Jo;Lee, Young-Sik
    • Journal of Korean Society of Environmental Engineers
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    • v.27 no.10
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    • pp.1030-1034
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    • 2005
  • The purpose of this study was to clarify the penetration behavior of particulate matters by wave and tidal actions in sandy beach located in enclosed bay and to evaluate the effect of stranded oil on penetration of particulate matters. Experiments were rallied out using a model sandy beach facility. The particulate matters penetrated into saturated sediments by wave action from breaking wave run-up point with a semi-circular forming in low energy beach as enclosed bay. On the other hand, the penetration velocity of the particulate matters was to be faster according to the increase of slope and breaking wave height. The particulate matters by tidal action penetrated into the sediments at an angie of 45 degrees in the direction of porous water flow. The stranded oil completely blocked the penetration of the particulate matters into the sediments. These results indicate that the penetrated oil prevents the penetration of the particulate matters into the sediments and, therefore, results in the reduction in the supply of plankton, bacteria and organic detritus for the benthic organisms in the sandy beach.

Assessment of Runout Distance of Debris using the Artificial Neural Network (인공신경망을 이용한 사태물질 이동거리 산정)

  • Seo Yong-Seok;Chae Byung-Gon;Kim Won-Young;Song Young-Suk
    • The Journal of Engineering Geology
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    • v.15 no.2 s.42
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    • pp.145-154
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    • 2005
  • This study conducted to develop an assessment method of runout distance of debris flow that is a major type of landslides in Korea. In order to accomplish the objectives, this study performed detailed field survey of runout distance and laboratory soil tests using 24 landslides over three pilot sites. Based on the data of the field survey and the laboratory tests, an assessment method of runout distance was suggested using the artificial neural network. The input data for the analysis of artificial neural network are change rate of slope angle, Permeability coefficient of in-situ soil, dry density, void ratio, volume of debris and the measured runout distance. The analyzed results using the artificial neural network show low error rate of inference distributing lower than $10\%$. Some cases have $5\%$ and $2\%$ of error rates of inferences. The results can be thought as excellent teaming rates. However, it is difficult to be accepted as excellent results if it is considered with the results derived using only 24 landslide data. Therefore, more landslide data should be surveyed and analyzed to increase the confidence in the assessment results.

A Study on Transportation Characteristics of Debris dependent on Geologic Conditions (지질조건에 따른 사태물질 이동특성 고찰)

  • Chae Byung-Gon;Kim Won-Young;Lee Choon-Oh;Kim Kyeong-Su;Cho Yong-Chan;Song Young-Suk
    • The Journal of Engineering Geology
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    • v.15 no.2 s.42
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    • pp.185-199
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    • 2005
  • Properties of sliding materials are dependent on the lithology because debris is the product of rock weathering processes. In order to characterize transportation behavior of debris dependent of debris types, this study selected 26 debris flows over three areas composed with different rock weathering types and topographic conditions. Analyses of lithology, weathering, and topographic characteristics were performed by detailed field survey. Based on the field survey data, transportation behavior of debris was studied at the aspect of the relationship of grain size and volume of debris as well as topographic conditions. According to the study results, change of slope angle is very influential factor on runout distance of debris among the topographic factors. Because the sliding velocity and the energy of debris are frequently changed and more irregular on an undulating slope, the unout distance of debris is larger than that of an uniformly dipping slope. Runout distance of debris is also influenced by volume and grain size of debris. Volume of debris in the gabbro is four or five times larger than that of the granite area because it is controlled by the lithology. Considered with grain size distribution, runout distance of debris is longer in the gabbro area which is composed with irregular grain size bearing large corestones than that in the medium grained granite area.