• Structural Engineering and Mechanics
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• 제77권1호
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• pp.75-87
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• 2021

The present study pertains to the introduction of two new types of grip adaptor for universal testing machines, namely Polyvinyl Chloride (PVC) and Polyoxymethylene (POM) grip adaptors, and their application to tension testing of FRP bars with different fiber and surface finish types. The tabs are connected to the FRP bar sample with the help of mechanical anchors, i.e. bolts. These new adaptors offer vital superiorities over the existing end tab designs (anchors with filling material or mechanical anchorage), including the reduction in the time and labor for production, reusability and the mild nature, i.e. low hardness of the tab material, which retards and even prevents peeling and crushing in the gripping regions of an FRP sample. The methods were successfully applied to FRP bars with different types of fiber (CFRP, GFRP and BFRP) and different types of surface texture (ribbed, wrapped, sand-coated and wound). The test results indicated that the both types of end caps prevented slip of the bar, crushing and peeling in the gripping zone. The mechanical properties from the material tests with the new caps were in perfect agreement with the ones from the material tests with steel tubular caps.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.172-175
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• 2004

This study is to investigate the tensile properties of glass fiber reinforced polymer(GFRP) reinforcing bars with various kinds of anchor systems experimentally. Three types of anchor systems were examined: resin sleeve anchor adopted by CSA Standard, metal overlay anchor by ASTM Standards and wedge anchor normally used in prestressing tendons. Also, three different types of GFRP bars with different surface deformations were tested in this study. All test procedures including specimens preparation, test apparatus and measuring devices were made according to the recommendations of CSA Standard S806-02. From the test results, it was found that the highest tensile strength of GFRP bar was developed by resin sleeve anchor, and tensile strength of GFRP bar with CSA anchor system is $10\%$ higher than that with ASTM anchor system in the case of sand-coated GFRP bar.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2001년도 봄 학술발표회 논문집
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• pp.355-362
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• 2001

Since micropiles were conceived in Italy in the early 1950s, which have been widely used for In-situ reinforcement, bearing pile or the concept of combination in the world-wide. The meaning of micropiles usually differs from that of a general deep foundation. Because the load capacity of it was mainly affected by skin friction. Also, it could be obtained the improvement effects of load capacity or ground's rigidity by the unitary behavior of ground and micropiles. In this study, The model tests were peformed on the dense sand where micropiles are set to the vertical direction. Strip footing was used in it. Steel bars of dia. 2 and 4㎜ were used in model tests of which the sand was attached on the surface, and the length of it was changed as 2B to 6B(where, B is width of strip footing) Through this process, the load capacity were analyzed from the test results in the relationship between load and displacement.

• 한국산림과학회지
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• 제38권1호
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• pp.27-32
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• 1978

토양(土壤)의 Water potential(${\psi}_s$)을 몇 단계 다르게 설정(設定)한 경우(境遇) 삽수(揷穗)의 Leaf water potential(${\psi}_l$)은 일일중(一日中) 어떻게 변화(變化)하며, 삽목후(揷木後) 시간(時間)의 경과(經過)와 수종간(樹種間), 삽수(揷穗)의 형태적(形態的) 요인별(要因別), Hormone 처리(處理)의 경우(境遇) 삽수(揷穗)의 ${\psi}_l$변화(變化) pattern은 어떻게 변화(變化)하고 있는 가를 밝혀 삽상(揷床)의 수분영리(水分營理) 지침(指針)의 기초적(基礎的) 자료(資料)를 만들기 위하여 본실험(本實驗)을 하였다. 그 결과(結果)를 요약(要約)하면 다음과 같다. 1. Leaf water potential(${\psi}_l$)의 변화(變化)에 있어 아왜나무, 서향나무의 삽수(揷穗)의 경우(境遇) ${\psi}_s$가 0 bar일때는 토성(土性)에 관계(關係)없는 변화(變化) pattern을 나타내었다. ${\psi}_s$가 -0.01bar 이상(以上)일때는 L.S.가 S.C.보다 -1bar 정도(程度)의 간격(間隔)으로서 최고치(最高値)에 도달(到達)하였다. 2. 일일중(一日中)의 ${\psi}_l$의 변화(變化)는 삽목후(揷木後) 시간(時間)의 경과(經過)와 ${\psi}_s$별(別)로 차이(差異)가 있으나, 최고치(最高値)는 0.2~0.6시(時)에 나타났으며, 아왜나무와 서향나무의 경우(境遇) ${\psi}_s$가 -0.01~-0.02bar이상(以上)일때는 -3bars, -0.03bar 이하(以下)일때는 -4bars를 나타내었으며, 최소치(最小値)는 -20~-22bars 정도(程度)였다. 15일(日)째에 있어서는 5일(日)째보다 최고치(最高値)에 머무르는 시간(時間)이 1/2정도(程度)에 지나지 않았고, ${\psi}_l$의 증가(增加)의 경우(境遇) 시간당(時間當) -1~-2bars정도(程度) 늦게 최고치(最高値)에 도달(到達)하였고, 일일중(一日中)의 ${\psi}_l$의 변화(變化) pattern은 온도(溫度)와 상대습도(相對濕度)의 변화(變化)에 따라 민감(敏感)하게 변화(變化)하고 있다. 3. 아왜나무 삽수(揷穗)의 경우(境遇) IAA 50ppm 처리구(處理區)는 무처리구(無處理區)에 비교(比較)하여 삽목후(揷木後) 15일(日)째에 있어 -2~-3bars 늦게 최고치(最高値)에 도달(到達)하였으며, 최고치(最高値)에 머무르는 시간(時間)도 1/2정도(程度)에 지나지 않았다. 4. 아왜나무는 본실험(本實驗) 조건내(條件內)에서 4엽(葉)을 가진 삽수(揷穗)가 2엽(葉)을 가진 삽수(揷穗)보다 시간당(時間當) -2~-3bars 늦게 최고치(最高値)에 도달(到達)하며 그 발근량(發根量)도 많았다. (Table. 1) 5. 회양목 삽수(揷穗)의 ${\psi}_l$의 변화(變化) pattern은 8엽(葉)이 4엽(葉)보다 시간당(時間當) -2~-3bars 늦게 최고치(最高値)에 도달(到達)하나 발근량(發根量)이 적은 것을 고려(考慮)하면(Table. 2) 발근(拔根)의 생리적(生理的) 저항외(抵抗外)에 상대습도(相對濕度)의 부족(不足)으로 인(因)한 삽수내(揷穗內)의 수분부족(水分不足)에 의한 세포(細胞)의 활력(活力) 쇠퇴(衰退)에 기인(基因)한 저항(抵抗)의 증대(增大)로 인(因)한 변화(變化) pattern임을 예측(豫測)할 수 있다.

• Ecology and Resilient Infrastructure
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• 제2권4호
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• pp.284-290
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• 2015

본 연구는 비 조절하천에서 식생 이입 및 활착 현상에 대해 봄철 강수특성 변화에 따른 식생영향 가설과 질소화합물의 하천유입에 따른 식생영향 가설을 일차적으로 검증하는 것이다. 첫 번째 가설을 검증하기 위해 국내하천에 대해 갈대와 달뿌리풀의 발아기, 유식물기인 3-5월의 강우특성 변화를 분석하였다. 그 결과 최근 35년 동안 연 총 강수량은 약 15% 늘어난 반면에 3-5월의 강수량은 오히려 약 15% 이상 감소한 것으로 나타나서 이러한 가설을 부분적으로 뒷받침하였다. 두 번째 가설을 검증하기 위해 한 쌍의 실험수로에 갈대를 식재 하고 여름 기간 동안 갈대성장을 관찰한 결과 질소화합물이 3.5 mg/L 정도 함유된 오염수를 주기적으로 흘린 수로의 경우 그렇지 않은 경우보다 약 30% 이상 갈대성장이 높은 것을 확인하였다. 비록 강우량 분석 결과와 식생수로 실험결과는 제한된 범위 내에서 수행된 것이지만 국내 비 조절 중소하천의 초본류 번무현상을 일부 설명할 수 있을 것이다.

• 환경영향평가
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• 제12권4호
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• pp.291-302
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• 2003

This paper examined the impacts of the regional developments and dwellers behavior on the Seacoast. Seacoast features a variety of landforms which are created by the action of waves and tidal flows. The coastal landforms are found mainly in the interface between land and sea. Although erosional landforms constitute prominent landscape features as sea stack, sea arch, and rock cliff do, it is nonetheless the depositional features such as beaches, tidal flats, offshore bars, deltas, sanddunes, and coastal plains that have various ramifications for human communities. Among these, beaches and coastal sanddunes are special in that their formation is attributable to the combined action of waves, tidal flows, and winds. The main line of discussion in this dissertation is concerned with the transformation of group of beaches sanddunes along the coastline of Chungcheong-Namdo Province. To some extent, the erosion of coastal dunes has been a global phenomenon. The degradation process occurs most actively when the spring tides attack beaches, berms, and foredunes. Also involved in the transformation of coastal dunes are factors of human agency. The extent, speed, and pattern of their morphological changes are a function of land-use pattern. The reclamation of swale and the exploitation of sands as construction material and silica sand, for example, ruin the feature of coastal dunes.

• 한국해양공학회지
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• 제36권4호
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• pp.251-269
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• 2022

The process-based XBeach model has numerous empirical parameters because of insufficient understanding of hydrodynamics and sediment transport on the nearshore; hence, it is necessary to calibrate parameters to apply to various study areas and wave conditions. Therefore, the calibration process of parameters is essential for the improvement of model performance. Generally, the trial-and-error method is widely used; however, this method is passive and limited to various and comprehensive parameter ranges. In this study, the Generalized Likelihood Uncertainty Estimation (GLUE) method was used to estimate the optimal range of three parameters (gamma, facua, and gamma2) using morphological field data collected in Maengbang beach during the four typhoons that struck from September to October 2019. The model performance and optimal range of empirical parameters were evaluated using Brier Skill Score (BSS) along with the baseline profiles, sensitivity, and likelihood density analysis of BSS in the GLUE tools. Accordingly, the optimal parameter combinations were derived when facua was less than 0.15 and simulated well the shifting shape, from crescentic sand bar to alongshore uniform sand bars in the surf zone of Maengbang beach after storm impact. However, the erosion and accretion patterns nearby in the surf zone and shoreline remain challenges in the XBeach model.

• 한국지형학회지
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• 제27권3호
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• pp.25-39
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• 2020

This study analyzed the management plan of Seomjin River Chimsil Wetland by identifying landscape changes through aerial photographs analysis and concentrations of sedimentation. Geophysical Landscape Change Analysis showed that vegetation accounts for more than half of the total area. The Barren land and water body was somewhere repeatedly increased and decreased and made an irregular form in the study area. The soil was acidic, and no eurtophication was shown, but it was potential to form wetland. In addition, the research area has been terrestrification of sand bar for a long period of time, forming a soil layer. Although the characteristics of river deposits were shown in the study area, the grain size was a particulate matter, and the sorting was 'very poorly sorted'. In some areas of Seomjin River Chimsil Wetland, sand bars were formed, but most areas were undergoing to terrestrification. Therefore, in order to preserve the riverine area and to serve by a bridge between the land ecosystem and the underwater ecosystem, it is very necessary to remove some vegetation, create a proper waterway, and restore the wetland.

• 한국지형학회지
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• 제26권3호
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• pp.1-17
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• 2019

Naeseongcheon is Korea's representative sand stream, and it is one of the regions where the dynamic changes of various river topography developed in the sand bed can be observed. Most of drainage area near of the river channel are formed with Daebo granite, and the granite weathering zone is developed at the surface of hill. Due to the massive input of sediment flux, braided channel reaches are found some of the area. However, the results of the study shows that the alluvial layer is very thin in some reaches. In addition, bedrock or weathered materials, including the Tors are exposed at the channel beds. On the other hand, during the flood, a considerable amount of sediment was introduced, causing the massive sediment to be close to 1m thick. In addition, despite the short distance, large changes in the particle size and sorting of the sediment were observed. Vegetation, on the other hand, has been shown to have a significant effect on the development of the overall channel bed topography, as reported in previous studies. In small floods or low water levels, vegetation's protection role of the surface is predominates, but in large flood conditions, herbaceous loss at the surface of the point bars, accelerating the erosion of surface.

• 콘크리트학회논문집
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• 제18권2호
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• pp.177-188
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• 2006

전통적인 비선형 유한요소해석은 모델링이 복잡하고 어려운 해석기법이 필요로 한다. 게다가 해석결과가 응력-변형률 관계로 도출되므로 그 결과를 분석하거나 설계에 활용하기 어렵다. 본 연구에서는 설계 지향적인 수치해석방법으로 트러스 모델을 이용한 비선형 해석방법을 개발하였다. 해석하고자 하는 철근콘크리트 부재를 길이방향, 직각방향, 대각방향의 트러스요소로 이상화한다. 기본적으로 각 요소는 철근과 콘크리트의 복합체이며, 주기해석을 위하여 철근과 콘크리트 요소를 위한 간략화된 비선형 주기이력모델을 적용하였다. 제안된 방법의 검증을 위하여 전단경간비, 하중조건, 철근량, 배근형태 등이 다른 다양한 전단지배 보와 벽체에 대하여 비선형해석을 수행하였고, 예측된 비탄성강도, 에너지소산능력, 변형능력, 파괴유형 등을 실험 결과와 비교하였다. 해석결과, 철근콘크리트 부재의 변형능력을 예측하기 위해서는 반복적인 인장-압축을 받는 콘크리트 스트럿에 사용되는 압축연화모델이 부재특성에 따라 수정되어야 함이 밝혀졌다.