• 지질공학
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• 제17권2호
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• pp.253-261
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• 2007

집중강우에 의해 주로 발생되는 절토사면 붕괴는 인적, 물적 피해를 초래한다. 한국건설기술연구원은 예방 수단으로서 위험사면을 집중관리하고 있다. 지속적인 사면관리에도 불구하고 지구환경의 변화로 절토사면의 붕괴발생 빈도는 점차적으로 증가하고 있다. 이에 대책공법 적용이 어려운 절토사면에 대하여 상시계측시스템을 설치하고 있다. 상시계측시스템의 운용은 대인 대물 피해에 대한 조치로서 활용될 수 있으나, 강우시 절토사면의 붕괴 징후를 인지하더라도 관리자가 현장관리 작업을 수행함에 있어서 시공간적 제약으로 인한 한계가 있다. 낙석신호등은 상시계측시스템을 통하여 사면 위험 징후가 발견될 시, 도로이용자에게 낙석발생에 대한 위험을 주지시키고, 붕괴시 도로관리자의 현장 도착 전까지 자동적으로 또는 수동적으로 도로를 차단시킴으로서 사면붕괴에 의한 피해를 예방하는 관리시스템의 일종이다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1998년도 터널.암반역학위원회 박사학위 논문집
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• pp.3-34
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• 1998

The stability condition of rock slopes is greatly affected by the geometry and strength parameters of discontinuities in the rock masses. Rock slopes Involving movement of rock blocks on discontinuities are failed by one or combination of the three basic failure modes-plane, wedge, and toppling. In rock mechanics, practically all the parameters such as the joint set characteristics, the rock strength properties, and the loading conditions are always subject to a degree of uncertainty. Therefore, a reasonable assessment of the rock slope stability has to include the excavation of the multi-failure modes, the consideration of uncertainties of discontinuity characteristics, and the decision on stabilization measures with favorable cost conditions. This study was performed to provide a new numerical model of the deterministic analysis, reliability analysis, and reliability-based optimization for rock slope stability. The sensitivity analysis was carried out to verify proposed method and developed program; the parameters needed for sensitivity analysis are design variables, the variability of discontinuity properties (orientation and strength of discontinuities), the loading conditions, and rock slope geometry properties. The design variables to be optimized by the reliability-based optimization include the cutting angle, the support pressure, and the slope direction. The variability in orientations and friction angle of discontinuities, which can not be considered in the deterministic analysis, has a greatly influenced on the rock slope stability. The stability of rock slopes considering three basic failure modes is more influenced by the selection of slope direction than any other design variables. When either plane or wedge failure is dominant, the support system is more useful than the excavation as a stabilization method. However, the excavation method is more suitable when toppling failure is dominant. The case study shows that the developed reliability-based optimization model can reasonably assess the stability of rock slopes and reduce the construction cost.

• 한국운동역학회지
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• 제16권1호
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• pp.43-53
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• 2006

Among several movements that occurred upon a slope, golf swing is the most typical one because environmental conditions dynamically vary with many kinds of slopes. Some studies on the golf swing were performed about a weight transfer on flatland, however, there couldn't be seen any study about the weight transfer on slope elsewhere. Therefore, the purpose of this study was to provide quantified data to objectively test the coaching words and keys about the weight transfer at sidehill slope during goal impact EspeciaIly sidehill Slopes with ball above the feet. Four highschool golfer, who have average handy 5, were recruited for this study. Plantar pressure distribution and cinematographic data were collected during golf swing in the conditions of flatland, $5^{\circ}$, $10^{\circ}$ and $15^{\circ}$sidehill slope simultaneously. The two data were used to synchronize the two data later. The plantar regions under the foot were divided into 8 regions according to the directly applied pressure pattern of the subject to insole sensor. The 8 foot regions were hullux, medial forefoot, central forefoot, lateral forefoot, medial midfoot, lateral midfoot, medial heel, and lateral heel. And the plantar pressure data was also divided into four movement address, phases-backswing. downswing, and follow-through phases according to the percentage shown to the visual information of film data. Based on the investigations on public golf books and experiences of golfers, it was hypothesized by the authors in the early of this study that the steeper slopes are, the more weight loads on left foot that positions at the higher place. When observing the results of plantar pressure and vertical force curves according to the sidehill slope conditions, the hypothesis could be accepted.

• 한국환경복원기술학회지
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• 제5권4호
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• pp.61-69
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• 2002

This study was conducted to develop revegetation methods for the restoration of the steep slopes by seed attached ripping net revegetation methods. In general, steep slopes with decomposed granite soils and ripping rock are easy to erode by precipitation and impossible to revegetate only using hydroseeding with core net mulching because of poor soil fertility. The Seed Attached Ripping Net Revegetation Methods(SALNRM) will be the most popular and sustainable methods to restore decomposed granite soils and ripping rock exposed slopes. The main results are summarized as follows; 1. The net size with $1.5cm{\times}1.0cm$ density was more suitable for growing plants, and increasing the ratio of the slow release fertilizer was better to make early coverage and to grow germinated plants. 2. The fertilizer bag made by the ratio of Peatmose : Vermiculite : Perlite : Quick release fertilize r : Slow release fertilizer = 10 : 2 : 5 : 3 : 4 (v : v) was the best for plant's growth. 3. According to the seed mixture experiments, even though not using foreign grasses, the SALNRM using native plants can make diverse plant composition. 4. The SALNRM will make same early ground coverage by only using native plants like using foreign grasses. The SALNRM would become the popular revegetation methods to restore decomposed granite soils and ripping rock exposed slopes in Korea.

• 한국기후변화학회지
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• 제9권3호
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• pp.293-302
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• 2018

This study was carried out to provide basic information on efficient preservation and management of an Abies koreana forest through analyzing the ecological characteristics by slope in Seseok, Mt. Jirisan. Soil moisture content at southern and northern slopes was 29.9% and 21.7%, respectively, and there was no significant difference among soil properties between southern and northern slopes. The importance value of A. koreana in the southern and northern slopes was high for tree and subtree layers, respectively. It is noteworthy that many seedling and saplings of A. koreana were present on the southern slope. The species diversity was 0.413 for the tree layer, 0.632 for the subtree layer, and 0.609 for the shrub layer on the southern slope and 0.396 for the tree layer, 0.783 for the subtree layer, and 1.215 for the shrub layer on the northern slope. Evenness and dominance ranged from 0.371 to 0.609 and 0.629 to 0.391 on the southern slope and from 0.380 to 0.968 and 0.620 to 0.032 on the northern slope, respectively. The mortality of A. koreana was 9.6% on the southern slope and 24.4% on the northern slope, a distinct difference between the slopes. The mortality type at two slopes was the highest proportion of standing dead. Annual mean tree ring growth of A. koreana on the southern slope (1.76 mm/yr) was higher than that on the northern slope (1.64 mm/yr).

• 한국환경생태학회지
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• 제21권6호
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• pp.536-543
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• 2007

본 연구는 훼손되지 않은 천연보호림인 점봉산의 고도 1,000미터 지점의 이웃한 남북사면의 서식처 환경차이에 따른 날개응애의 군집구조를 분석을 통한 생태계 구조를 이해함을 목적으로 1994년 5월부터 1996년 8월까지 매월 조사를 수행하였다. 두 조사지에서 채집, 동정한 날개응애의 종수및 개체수 비교에서는 유의성 있는 차이를 보였는데(t-test, p<0.05), 북사면의 평균 밀도와 종수는 $99.2{\pm}17.6,\;24.7{\pm}3.0$이고 남사면에서는 $234.2{\pm}62.6,\;40.8{\pm}5.8$였다. 종다양도는 남사면이 $3.09{\pm}0.11$로 북사면 $2.71{\pm}0.13$보다 높게 나타났다. 날개응애의 개체군 크기를 전체 밀도에 대한각종의 밀도 백분율로 구하여 우점종, 중세종 그리고 약세종으로 나누어 나타내었고, O. nova와 Suctobelbella naginata가 조사지 모두에서 우점종으로 나타났고, Trichogalumna nipponica는 남사면에서는 우점종이었으나, 북사면에서는 채집이 되지 않는 종이다. 두 조사지의 우점종의 먹이 습성은 토양미생물을 섭식하는 식균성(microphytophagous) 이었다. 고도 1,000미터 지점으로 서로 이웃한 남/북사면 조사지에서 종수 및 개체수, 우점종 구성이 뚜렷한 차이를 보였고, 조사지별 유사도가 낮게 나타나 미소환경의 이질성이 날개응애 군집의 특성에 큰 영향을 미침을 알 수 있었다

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 봄 학술발표회 논문집
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• pp.339-346
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• 1999

The stability of rock slope is considered to have a deep relation with types of rocks because types of rocks have their own typical weathering profiles, geological structures and characteristics of failures. Therefore it is essential for the evaluation of rock slope stability to analyze geological and engineering characteristics in rock mass. The data which collected from investigated slopes in sedimentary rock of Kyengsang Basin along highways were analyzed. Primary factors affecting slope stability in rock mass are: dips and strikes of slopes and discontinuities, shear strength of discontinuities, slope geometry and geological structures etc.

• 한국조경학회지
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• 제26권1호
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• pp.12-20
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• 1998

This study was carried out from June 1996 to November 1997 to analyze the growth characteristics of the introduced species revegetated on highway cut-slopes. The number of revegetation measures type surveyed were fourteen such as seed-spraying measures, block-sod pitching measures, and hydro-seeding measures with seed-fertilizer-soil materials. The introduced species for revegetation measures were mostly Festuca arundinancea(cool season grass), Eragrostic curvula(warm season grass), Lolium perenne(cool season grass), Dactylis glomerata(cool season grass), Poa pratensia(cool season grass). The species diversity index of the upper part on highway cut-slopes were greater than that of the middle part and lower part. The growth of introduced species was good on north-facing cut-slope than the others and that was flourish in temperate north forest zone. Also, the introduced species seemed to decrease or disappear, while the ratio of native woody and herb species which were in mature stage seemed to increase.

• 한국지반신소재학회논문집
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• 제4권2호
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• pp.19-28
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• 2005

본 논문은 보강 사면 파괴메카니즘을 알아보기 위하여 실제 보강 사면을 1/5로 축소하여 실내 실험을 수행하였다. 상사 법칙을 적용하여 모형에 대한 제원을 산정하였으며 실제 시공 조건과 유사한 방법으로 모형 사면을 조성하였다. 보강 사면 파괴 메카니즘을 알아보기 위한 축소 모형 실험은 상대 밀도, 경사, 수직 간격에 따라 성공적으로 수행되었다.

• The Korean Journal of Ecology
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• 제8권2호
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• pp.81-87
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• 1985

The vegetation on the north and south slopes of Kwanak mountain was assessed and recorded during thesummer of 1976. Recordings were made of 5*5m quadrats placed along the transects running parallel to the slopes. On the north slope, most of large trees such as Alnus sibirica, Sorbus alnifolia, Robinia pseudo-acacia and Pinus rigida make the crown and their mean DBH was conspicuously large, while the vegetation of south slope is dominated by dwarf Juniperus utilis, Pinus densiflora, Weigela florida var. glabra which are considered as a resistant species of dry site. The amount of humus, total nitrogen, soil water content and available phosphorous is higher on the north slope than the south one. However, the soil pH is higher on the south slope. It is assumed that the humus content is a main factor to make difference on the type of vegetation between the north and south slope.