• Geomechanics and Engineering
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• 제10권5호
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• pp.657-676
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• 2016

In this paper, the active lateral earth pressure is evaluated using the stress characteristics or slip line method. The lateral earth pressure is expressed as the lateral earth pressure coefficients due to the surcharge, the unit weight and cohesion of the backfill soil. Seismic horizontal and vertical pseudo-static coefficients are used to consider the seismic effects. The equilibrium equations along the characteristics lines are solved by the finite difference method. The slope of the ground surface, the wall angle and the adhesion and friction angle of the soil-wall interface are also considered in the analysis. A computer code is provided for the analysis. The code is capable of solving the characteristics network, determining active lateral earth pressure distribution and calculating active lateral earth pressure coefficients. Closed-form solutions are provided for the lateral earth pressure coefficients due to the surcharge and cohesion. The results of this study have a good agreement with other reported results. The effects of the geometry of the retaining wall, the soil and soil-wall interface parameters are evaluated. Non-dimensional graphs are presented for the active lateral earth pressure coefficients.

• 대한의용생체공학회:의공학회지
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• 제18권1호
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• pp.71-78
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• 1997

Kinematic and kinetic studies were performed to investigate the walking characteristics on a treadmill with various slopes at the same speed of 1.25m/sec. Six different slopes of the treadmill were selected . -4%(-$2.3^{\circ}$), 0%($0^{\circ}$), 5%($2.9^{\circ}$), 10%($5.7^{\circ}$), 15%($8.6^{\circ}$), and 20%($11.3^{\circ}$). With increased slopes of the treadmill, both hip and knee flexion angles significantly increased at initial contact, and the maximum hip flexion during swing phase and the maximum knee flexion during stance phase also significantly increased Ankle dorsiflexion angle at initial contact and the maximum dorsiflexion increased with increased slopes. However, the maximum plantarflexion in early swing was slightly reduced with increased slopes. Hip extension in late stance and the maximum knee flexion in early swing was not changed sigilificantly with increased slopes. As for the vertical ground reaction force, compared to the yond level walking, both the first and the second peak forces increased, but the mid-support force decreased.

• 한국조경학회지
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• 제25권1호
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• pp.73-81
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• 1997

This study was conducted to find out the hydroseeding timing of woody plants. Five native plants were used for this experiment and were seeded on the cut slopes by hands in April, May, June, September and October. In order to identify the best seeding time, germination percentage, ground cover rate and plant height were investigated. There was a difference in germination percentage and ground cover rate depending on the seeding time. The results are summerized as follows 1. Characteristics of germination : Seeding was best carried out in spring(May, June) or autumn(September). In spring, Lespedeza cyrtobotrya shows quick germination and rapid growing which can be compared with herbaceous plants using in the hydroseeding. As for Pinus thunbergii, there was little difference in germinatin according to different seeding timing. But Evodia daniellii, Parthenocis년 tricuspidata and Alnus hirsuta seem to need seed treatments to improve the seed germination. 2. Ground cover rate : The most rapid growing plant is Lespedeza cyrtobotrya and the next is Amorpha fruticosa. The other plants show extreamly low ground cover rate, so they seem to be surpressed by herbaceous plants which will be mixed for erosion control. 3. Plant height : On 8 weeks later after seeding, the Lespedeza cyrtobotrya which was seeded in June recorded 17.1cm plant height. It will be enouch height to compete with herbaceous plants. As the Parthenocissus tricuspjdata seeded in May shows 27cm plant length, it can be used more frequently on seeding works if the seed germination were improved. In sum, seeding is best carried out in May. When deciding seeding rate for the purpose of hydroseeding, it will be necessary to adjust the woody plants germination percentage according to seeding timing.

• 터널과지하공간
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• 제19권1호
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• pp.31-42
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• 2009

수렴다중촬영기법을 응용하여 개발된 가이드포인트법(GP법)의 측정 시스템을 개발하였다. GP법은 사진측량기법의 하나로 본 연구에서는 암반 사면에 노출된 절리의 방향성을 측정하기 위하여 개발된 시스템을 적용하였다. 개발된 기법의 현장 적용에 앞서 오차 수준과 촬영영향요소 분석을 위해 실내검증시험 및 최적촬영배열 설계가 이루어졌다. 실내 검증 결과 적정 수렴각은 $25^{\circ}{\sim}150^{\circ}$로 나타났으며, 2M 화소의 디지털 사진기를 사용할 경우 측정 오차 한계를 만족하는 최적 촬영거리는 약 5.5 m이었다. 현장 석용에서는 GP법의 효용성을 극대화하기 위하여 본 연구에서 개발된 확장해석 기법이 적용되었다. 확장해석기법은 넓은 지역에 대한사진측량 조사를 실시할 경우 적용할 수 있는 것으로 최초 촬영면에서 측정된 특정 점들의 좌표를 인접한 다음 촬영면에서 조절점으로 사용함으로써 현장에서의 촬영 시간을 단축시킬 수 있는 방법이다.

• 지질공학
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• 제31권4호
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• pp.541-547
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• 2021

비탈면의 유실, 붕락사고 등 비탈면에 대한 안정성을 파악하기 위해서 지층의 구성상태, 역학적 특성 등의 지반정보 파악이 필요하다. 이러한 지반정보를 파악하기 위해서 일반적으로 표준관입시험(SPT) 및 콘 관입시험 등이 널리 이용되고 있다. 대부분이 급경사로 이루어지고 진입로가 없는 비탈면에 대한 접근성 문제로 표준관입시험이 널리 활용되지 못하고 있다. 이러한 단점을 보완할 수 있는 있는 휴대용 장비인 Drop Cone Penetrometer(DCP)를 이용한 조사도 여러 가지 문제로 제한적으로 사용되고 있다. 따라서 본 연구에서는 비탈면 현장접근이 용이한 휴대용 시추기와 동적콘관입시험 모듈을 개발하고, 개발된 동적콘관입시험기를 이용한 결과와 동일 현장에서 수행한 표준관입시험값과 상관성을 분석하였다. 에너지전단율로 보정된 동적콘관입시험과 표준관입시험간의 상관식은 N_d' = 3.13 N'으로 나타났다.

• 지질공학
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• 제17권1호
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• pp.101-113
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• 2007

본 연구는 동해고속도로 확장공사구간에서 도로시공을 위한 사면 절개시 산사태가 발생된 현장을 대상하였다. 대상현장의 산사태 규모는 평면적으로 사면 폭이 100m, 사면높이가 87m로서 전체면적은 약 $9,550m^2$ 정도이다. 대상현장의 산사태는 지반 내 점토층이 존재하는 취약한 지질구조에 의한 내적요인과 사면절개 및 지속적인 강우에 의한 외적요인에 의해 발생된 것이다. 산사태 발생 직후 현장계측결과 사면지반의 수평변위는 우기철의 지속적인 강우로 인하여 누적강우량이 증가함에 따라 계속적으로 증가함을 알 수 있다. 그리고 산사태 발생시 측정된 사면지반의 수평변위를 통하여 사면활동면의 깊이를 결정할 수 있다. 현장계측을 통하여 사면활동면 발생 깊이에서부터 사면지반의 수평변위가 증가됨을 확인할 수 있으며, 사면활동면 발생 깊이는 점토층이 분포하고 있는 깊이와 일치함을 알 수 있다. Bishop의 간편법을 이용한 사면안정해석결과 강우시 사면안전율은 0.53으로 산사태가 발생가능성이 매우 큰 것으로 나타났으며, 사면활동면의 발생 깊이는 현장계측을 통하여 측정된 점토층이 분포하고 있는 깊이와 일치함을 알 수 있다.

• 한국환경복원기술학회지
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• 제19권6호
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• pp.123-132
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• 2016

The study was to introduce the revegetation measures for the improvement of the landscape in October, 2012 on the slope; two and four years after the introduction, the slope was examined to see the status of the revegetation. The result is as follows. The result from examining the soil on the slope, the soil was Loamy sand; which infers that the soil is in a poor condition for improving the scenery. Examining the characteristics of the vegetation-base materials, the soil acidity was pH 6.4 to 6.7; and the soil hardness was 21 to 24mm (hardness quotient of soil), this can be considered a favourable condition, which has no effect on the growth and development of plants. When it comes to the discovery of the species in the area, Lotus corniculatus var., Silene armeria L., Papaver rhoeas, Trifolium pratense L. developed and grew in spring after two years. And in the summer, Lotus corniculatus var., Dianthus chinensis L., Cosmos bipinnatus, Coreopsis drummondii L., Trifolium pratense were founded. And there were Lotus corniculatus var., Dianthus chinensis L., Aster yomena, Coreopsis tinctoria, Trifolium pratense L. in the autumn. According to the examination conducting after four years, Lotus corniculatus var., Dianthus chinensis L., Silene armeria, Cosmos bipinnatus, Coreopsis drummondii L., Papaver rhoeas, Trifolium pratense L. were founded in the spring, and Lotus corniculatus var., Dianthus chinensis L., Cosmos bipinnatus, Coreopsis drummondii L., Trifolium pratense grew in the summer. Lotus corniculatus var., Dianthus chinensis L., Astragalus sinicus, Aster yomena, Coreopsis tinctoria, Trifolium pratense L. were discovered in the autumn. Among the exotic species founded in the area, were Festuca arundinacea, Lolium perenne, Festuca rubra. When it comes to the protection of vegetation and dominance, Lotus corniculatus var., Metaplexis japonica, Coreopsis drummondii L. are the dominant species among the spring plants; and Lotus corniculatus var., Trifolium repens L., Erigeron annuus (L.) Pers. were the dominant plants in the summer. In the autumn, Lotus corniculatus var., Coreopsis drummondii L., Poa pratensis appear to be the dominant plants. The colonies of Pinus densiflora and Castanea crenata var. were formed around the South Sejong IC. Part of the area is occupied by the colony of Alnus hirsuta Turcz. ex Rupr. In terms of shrub, there were Indigofera pseudo-tinctoria, Robinia pseudoacacia, and Rosa polyantha var. genuina NAKA. As ground cover plants, Sasa borealis, Rubus crataegifolius Bunge were founded.

• 한국산림과학회지
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• 제95권3호
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• pp.350-357
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• 2006

인공강우발생장치를 이용하여 산불발생지를 대상으로 산불발생 후 경과년수에 따라 각 지역에 대한 강우강도 및 경사별로 지표유출량을 관측하여 산불발생지의 지표유출 특성을 구명하고, 또한 지표유출량과 강우강도, 경사, 경과년수와의 관계를 분석하였으며, 그 결과는 다음과 같다. 1. 산불발생연도별 지표유출량은 강우강도가 30 mm/hr씩 증가함에 따라서 2.2~3.2배 증가하였으며, 경사가 $10^{\circ}$씩 증가함에 따라서는 1.5~1.9배 증가하였다 2. 산불발생지에서 지피식생이 80% 이상 피복되더라도 초기강우 때의 지표유출량은 다소 많이 발생하여, 식생에 의한 유출량 감소효과는 높지 않았다. 3. 산불발생 후 경과년수에 따라 강우강도 및 경사별로 구분한 지표유출량은 산불발생 3년 후의 경우 발생당년에 비해 22.3%~41.8%로 감소하였고, 산불발생당년에는 강우강도 및 경사별로 지표유출량에 많은 차이가 있었으나 시간이 경과할수록 그 차이가 작아졌다. 4. 산불발생지사변에서의 지표유출량에 대해 각 인자간의 영향성을 분석한 결과, 강우강도, 경사, 경과년수의 각각의 주효과와 강우강도${\times}$경사, 강우강도${\times}$경과년수의 상호작용 효과에 대해서는 차이를 보였고, 경사${\times}$경과년수, 강우강도${\times}$경사${\times}$경과년수의 상호작용 효과에 대해서는 차이가 없었다. 지표유출량에 영향을 미치는 인자의 영향도는 강우강도가 가장 큰 영향을 미치고 다음이 경사, 경과년수의 순이었다.

• 산업기술연구
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• 제28권A호
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• pp.3-10
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• 2008

This paper is to investigate the characteristics of debris flow landslides in Gangwon Province through literature review, data collection and analyses and site investigation. As results of data analyses about landslides occurred currently in this province, the landslide in the form of debris flow is found to be 55 %. Therefore major loss and costs are caused by discharge of soil and rock fragments from landslide. From results of analyzing the geometrical characteristics of landslide, length of most of landslide is less than 200 m, their width is in the range of 10 - 40 m, most of them are know to be occurred in lower elevation than 400 m. Slope angle is in the range of 25 - 35 degrees. Comparing the period of rainfall intensity with the time of landslide being occurred, occurrence of landslide is quite related to duration of a heavy rainfall. For measures of controlling water flow discharge and debris flow, considering geological and topographical ground conditions, appropriate selection and building check dam, erosion control dam and ring net is very beneficial for reducing the loss and costs caused by the landslide of debris flow.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2007년도 정기총회 및 학술발표대회
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• pp.211-214
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• 2007

The purpose of this study was to establish the basic information for natural drainage capacity assessment in urban area. We sorted midium watershed of Han river and Nak-dong river, and selected 30 rainfall events during 1995 to 2000 according to high level of damage. The inundated area showed high watershed slope about 25% and it indicated the greatest damage around the watershed located in 200-300m of altitude. Besides, the great damage by inundation was occurred in the mountainous agriculture region, where the forest scale was high and the urbanization was being progressed gradually. However, inundated area was small in case of grassland, water tone such as riparian area, bare ground and wetland. Moreover, the inundated area was different according to river shape and characteristics of river distribution such as the density of the stream order, conservation constant of the river system, and the number of undulations in the watershed. Therefore, it showed that land use, river shape and distribution characteristics of stream influence on inundation.