• 한국터널지하공간학회 논문집
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• 제16권6호
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• pp.507-520
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• 2014

본 연구는 점성토 지반에서 터널 굴착장비를 이용하여 터널을 굴착할 때 토피고 변화에 따라 발생하는 지표변위 특성을 고찰하였다. 이를 위하여 현장조건과 유사한 시료를 이용하여 실내축소모형시험을 수행하였다. 토피고에 따라 1.5D, 2.0D, 2.5D, 3.0D의 총 4개의 Case 에 대하여 모형시험을 수행하였다. 이러한 모형시험을 통하여 터널굴착 시 발생하는 지표변위를 측정하여 3차원적 영향분포를 정량적으로 분석하였으며, 더불어 변위양상도 규명하였다.

• 대한원격탐사학회지
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• 제34권4호
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• pp.625-638
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• 2018

In this paper, we derive i) a function to estimate snow cover fraction (SCF) from a MODIS satellite image that has a wide observational area and short re-visit period and ii) a function to determine snow depth from the estimated SCF map. The SCF equation is important for estimating the snow depth from optical images. The proposed SCF equation is defined using the Gaussian function. We found that the Gaussian function was a better model than the linear equation for explaining the relationship between the normalized difference snow index (NDSI) and the normalized difference vegetation index (NDVI), and SCF. An accuracy test was performed using 38 MODIS images, and the achieved root mean square error (RMSE) was improved by approximately 7.7 % compared to that of the linear equation. After the SCF maps were created using the SCF equation from the MODIS images, a relation function between in-situ snow depth and MODIS-derived SCF was defined. The RMSE of the MODIS-derived snow depth was approximately 3.55 cm when compared to the in-situ data. This is a somewhat large error range in the Republic of Korea, which generally has less than 10 cm of snowfall. Therefore, in this study, we corrected the calculated snow depth using the relationship between the measured and calculated values for each single image unit. The corrected snow depth was finally recorded and had an RMSE of approximately 2.98 cm, which was an improvement. In future, the accuracy of the algorithm can be improved by considering more varied variables at the same time.

• ALGAE
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• 제19권4호
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• pp.339-347
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• 2004

Seaweed community of the sub tidal rocky habitats along the coast of Geumo Archipelago in the central South Sea of Korea is described. This area is characterized by archipelago in which islets are separated by shallow bottom sediments (primary, muddy sand), and turbidity is generally high due to the resuspension of bottom sediments. The hard substrata available for algal attachment are limited to less than 10 m in depth. Thirty sites were randomly chosen along the coast from August 2003 to September 2003 and a 50 m long transect was established at each site. The transect began at a depth of 1 m and ended at the depth of 9 m. The percent cover of all species other than crustose coralline algae was estimated at 2 m depth intervals along the transect using a 0.25 m$^2$ PVC quadrat with 25 squares. Thirty-six species were identified including 6 Chlorophyta, 10 Phaeophyta and 20 Rhodophyta. Species with more than 5% mean bottom cover were Gelidium amansii, Corallina pilulifera, Amphiroa dilatata and Carpopeltis cornea, which formed dense turf-forming algal assemblages at 1-5 m depth. At all sites except S11-S15 located in the western coast of Sorido, bottom covers of seaweed species at the depth deeper than 7 m were less than 6%. The lower limit of algal assemblages was 9 m in depth. We speculate that the limited water clarity and vertical extent of hard substrata available for the settlement of seaweed species are the direct cause of reducing the diversity, abundance and distributional extent of algal assemblages in the area.

• International Journal of Railway
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• 제6권2호
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• pp.69-77
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• 2013

In this study, numerical analysis and model experiments were conducted to analyze behavioral characteristics acting on the track roadbed with excavation through steel pipe injection, a non-exclusive method of crossing construction under railroad as primary target. In model experiments that simulate injection excavation behaviors with an increase in the depth of soil cover, the upper displacement was measured by construction of the first and the second pipes in order to predict actual behaviors, and the behavior characteristics were verified through numerical analysis. The investigation results showed that surface displacement was smaller under the condition of higher soil cover. In the case of injecting two pipes, when the first pipe was injected, deformation of the surface increased linearly in both settlement and uplift experiments. However, when the second pipe was injected, the amount of change was found to be very small due to the relaxation and plastic zones around the first pipe. In addition, the results of numerical analysis on the same cross section with the model experiment found that the results of investigation into settlement ratio and volume loss were in very good agreement with those obtained by the model experiment.

• 한국화재소방학회논문지
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• 제25권1호
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• pp.78-84
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• 2011

최근 콘크리트 내화 연구는 대부분 고강도 콘크리트의 내화성능 확보에 많은 초점이 맞추어져 있다. 그러나 국내의 콘크리트 수요를 살펴보면 40MPa 이하의 일반강도 콘크리트의 수요가 전체 콘크리트 수요량의 대부분을 차지한다. 따라서 고강도 콘크리트의 내화성능에 대한 연구뿐만 아니라 일반콘크리트의 내화성능에 관한 연구도 필요하다. 본 연구에서는 40MPa 콘크리트 기둥을 대상으로 콘크리트 피복 두께와 단면크기를 변수로하여 내화성능을 평가하였으며, 연구 결과 단면크기가 커질수록, 피복두께가 두꺼워질수록 내화성능은 향상되는 것으로 나타났다.

• 한국초지조사료학회지
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• 제18권1호
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• pp.43-48
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• 1998

No-tillage silage corn with legume hairy vetch(Vicia villosa Roth, HV) has renewed interest in supply of mineral N, soil erosion control at sloping land and weed control by cover of HV killed. This study was conducted to monitor concentration of soil mineral N ($NO_3^-$ -N + $NH_4^+$-N) and to find out variation of growth, yield and N uptake of silage corn according to quantity of HV cover; HV-removed, 1X-HV, 2X-HV at field of Crop Experiment Station in 1996. HV groM in early spring decreased the mineral N of soil depth 7.5 -22cm before corn seeding. But, killed HV cover increased the concentration of soil mineral N at surface soil (0-7.5cm) up to 45.4mglkg at early growth stage of corn. Dry matter(Dh4) of corn at harvest was lower in W-removed than in Okg FNlha. But DM and N uptake of corn at harvest were increased by quantity of HV-cover increasing liom HV-removed to 2X-HV. Hairy vetch could substitute N fertilizer for silage corn by N mineralized h m HV killed, but reduced early growth and N uptake of corn before silk by reducing soil mineral N of plow layer.

• Computers and Concrete
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• 제6권1호
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• pp.79-93
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• 2009

In the present paper, a methodology has been presented for the reliability assessment of concrete barriers that lie at a certain depth in the soil, and a missile (a rigid projectile) impacts the top of the soil cover normally, and subsequently after penetrating the soil cover completely it hits the barrier with certain striking velocity. For this purpose, using expressions available in the literature, striking velocity of missile at any depth of soil has been derived and then expressions for the depths of penetration in crater and tunnel region of concrete barrier have been deduced. These depths of penetration have been employed for the derivation of limit state functions. Using the derived limit state functions reliability assessment of underground concrete barrier has then been carried out through First Order Reliability Method (FORM). To study the influence of various random variables on barrier reliability, sensitivity analysis has also been carried out. In addition, a number of parametric studies is conducted to obtain the results of practical interest.

• 한국농공학회논문집
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• 제49권3호
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• pp.33-40
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• 2007

This study is to grasp and analyse the temporal and spatial distribution of record-breaking heavy snowfall rarely occurred in the middle and southwest region of South Korea during March of 2004 and December of 2005 respectively. Snow cover area was extracted using the channels 1, 3 and 4 of NOAA AVHRR images and the snow depth distribution was spatially interpolated using snowfall data of meteorological stations. Using administration boundary and Digital Elevation Model from 1:5,000 NGIS digital map, the snowfall impact was assessed spatially and compared with the reports at that time. The damaged area by heavy snowfall over 15 cm snow depth could be identified successfully within the spatial extent of snowfall area extracted by NOAA AVHRR image.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.233-236
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• 2006

This study presents a technique to quantitatively measure the corrosion level of a reinforcing bar using the infrared thermography system. The temperature-distribution of the concrete surface is monitored and the temperature change of the reinforcing bar is analysed in terms of corrosion level and concrete cover depth. The experimental results indicate that temperature increase of the reinforcing bar is significant when the corrosion level is high, which implies that the quantity of heat is strongly dependent on corrosion level. Also, as the concrete cover depth of the specimen and the atmosphere temperature increase, the temperature variation becomes small.

• 한국해안·해양공학회논문집
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• 제20권6호
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• pp.575-582
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• 2008

콘크리트 구조물의 내구성 저하에 큰 영향을 미치는 요인 중의 하나로 인식되고 있는 탄산화가 항만 구조물에 미치는 영향을 현장실험결과를 바탕으로 정량적으로 평가하고자 하였다. 전국 65개 항만시설의 369개소의 탄산화 깊이 측정결과를 이용하여 강도와 탄산화 깊이의 상관관계 및 피복두께와 탄산화 깊이의 상관관계 등에 대해서 고찰하였다. 또한, 기존 탄산화 모델식들과 계측결과들을 비교하고 실험결과들을 바탕으로 신뢰성 이론을 기반으로한 탄산화에 의한 내구성 파괴확률(철근부식확률)을 검토하였다. 현장실험결과에 의하면 대부분의 탄산화 깊이가 피복두께의 0.2배 이하 수준이었다. 또한, 강도의 증가에 따라 탄산화 깊이가 감소하고 재령의 증가에 따라 탄산화 깊이가 증가함을 관찰하였다. 신뢰성이론을 기반으로 탄산화에 의한 내구성 파괴확률을 판단하였는데, 대부분의 경우에 부식확률이 10%미만으로 관찰되었다. 따라서, 탄산화 단일열화조건으로는 항만 콘크리트 구조물의 내구성 저하에 큰 영향을 주지 않을 것으로 판단하였다.