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A Study on the Behaviour of Jacket Anchor (자켓앵커 거동특성에 관한 연구)

  • Kim, Dong-Hee;Kim, In-Chul;Kong, Hyun-Seok;Lee, Woo-Jin
    • Journal of the Korean Geotechnical Society
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    • v.24 no.8
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    • pp.89-97
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    • 2008
  • A series of field tests were performed to investigate the behavior of jacket anchor and to evaluate the ultimate bond stress of jacket anchor. From twelve sets of field tests on the jacket anchor and general type ground anchor, it was observed that the pullout resistance of jacket anchor is significantly larger than that of the ground anchor and that the plastic deformation of jacket anchor is significantly smaller than that of general ground anchor at the same loading cycle. Especially in gravel layers, the jacket anchor provides more than 250% increase in ultimate resistance and more than 600% reduction in plastic deformation, compared with the general ground anchor. Finally, the relationship between the injection pressure and overburden pressure is proposed to determine the optimum injection pressure, based on additional field test results.

Drag Coefficient of Water Flow in Gravel Porous Media (자갈 매질 내 흐름의 항력계수)

  • Kim, Yong Hyun;Son, Sang Jin;Na, Raksmey;Park, Sang Deog
    • Proceedings of the Korea Water Resources Association Conference
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    • 2021.06a
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    • pp.388-388
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    • 2021
  • 하천에서 호안이나 교량의 교각 등은 홍수 시 주변 하상의 세굴에 의한 피해가 많이 발생한다. 하상보호를 위해서 하천 수공구조물 주변 하상에 자갈, 호박돌, 전석 등을 깔기도 한다. 이 재료들은 다공성 집단을 이루며 유수에 의한 소류력과 항력이 작용한다. 다공성 집단체 공극의 흐름에 의한 항력은 외부 흐름이 가하는 소류력에 비해 작으나 집단의 안정성에 큰 영향을 미칠 수 있다. 집단체에 작용하는 항력은 공극 내의 흐름의 유속과 항력계수를 이용하여 구할 수 있다. 본 연구에서는 다공성 매질 내 흐름에 대한 항력계수를 조사하기 위하여 수리실험을 이용하여 자갈 매질의 공극을 흐르는 물이 일으킨 항력과 동수경사를 측정하였다. 수리실험을 위한 대공극 매질은 상업용 연마 자갈을 사용하여 크기에 따라 작은 자갈(5~10mm), 중간자갈(15~25mm), 큰 자갈(25~50mm)로 구분하였다. 대표입경 D50은 작은 자갈 8.0 mm, 중간 자갈 17.6 mm, 큰 자갈 32.2 mm이고, 형상계수는 각각 0.28~0.74, 0.29~0.58, 0.38~0.68의 범위였다. 자갈 매질의 공극율은 각각 0.405~0.422이었다. 매질 내의 흐름 길이는 24.2cm로 하였다. 실험결과 자갈 매질 내 흐름의 입자 레이놀즈수 Rep에 따른 내부항력 FD와 항력계수 CD는 Fig. 1 및 Fig. 2와 같다. 실험에서 Rep는 31.5~3,175.4였다. 자갈 매질의 내부항력은 Rep가 증가하면 비선형적으로 증가하였으며 입자가 클수록 작았다. 항력계수는 작은 자갈과 중간 자갈 매질에 차이가 거의 없었으나 큰 자갈의 경우 작은 것으로 나타났다.

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Actual Vegetation and Plant Community Structure of Geumsun Valley and Weonjeok Valley in Naejangsan(Mt.) National Park, Korea (내장산국립공원 금선계곡과 원적계곡의 현존식생 및 식물군집구조)

  • Bae, Ki-Wook;Lee, Kyong-Jae;Han, Bong-Ho;Kim, Jong-Yup;Jang, Jae-Hoon
    • Korean Journal of Environment and Ecology
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    • v.26 no.3
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    • pp.412-425
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    • 2012
  • This study investigated the actual vegetation and plant community structure of Geumsun valley and Weonjeok valley of Naejangsan(Mt.) National Park to provide the data for park management. As a result of analysis of actual vegetation, Quercus variabilis community(47.3%) and Quercus serrata community(17.0%) are widely distributed but Carpinus tschonoskii community(7.5%) and Zelkova serrata community(6.9%) are distributed in valley forests. Plant communities were divided into 6 communities of Fraxinus mandshurica, Carpinus tschonoskii, Carpinus tschonoskii-Platycarya strobilacea-Zelkova serrata, Zelkova serrata, deciduous broad-leaved mixture(Zelkova serrata-Lindera erythrocarpa-Acer palmatum), and Lindera erythrocarpa-Cornus walteri according to the analysis of TWINSPAN of classification using 20 plots($400m^2$). Geumseon valley is composed of boulder stone area of average slope $20^{\circ}$, and there were distributed Fraxinus mandshurica community of 86 years old, Carpinus tschonoskii community in age from 56 to 79, and Carpinus tschonoskii-Platycarya strobilacea-Zelkova serrata community in age from 48 to 71. Weonjeok valley is composed of boulder stone area of average slope $11^{\circ}$, and there were distributed Zelkova serrata community in age from 52 to 71, deciduous broad-leaved mixture community in age from 49 to 70, and Lindera erythrocarpa-Cornus walteri community in age from 43 to 51. Ecological succession of each community was predicted to maintain same state. The Shannon's species diversity showed from 0.8220(Fraxinus mandshurica community) to 1.3850(Carpinus tschonoskii community) per unit area of $400m^2$.

Changes in Benthic Macroinvertebrate Community Before and After Rainy Season in Mountain Valley with Erosion Control Dam (사방댐이 설치된 산지계곡의 장마 전·후 저서성 대형무척추동물 군집변화)

  • An, Chae-Hui;Han, Jung-Soo;Choi, Jun-Kil;Lee, Hwang-Goo
    • Korean Journal of Environment and Ecology
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    • v.34 no.2
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    • pp.121-129
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    • 2020
  • This study investigated the change of benthic macroinvertebrates community due to erosion control dams installed in Wonju, Gangwon by comparing the data before and after a rainy season. It selected a closed-type erosion control dam (boulder stone), an open-type erosion control dam (buttress), and a control area and surveyed two upstream points and two downstream points four times between March and September 2019. The flow velocity mostly increased in the closed-type, open-type, and control areas but decreased in St. 3 after the rainy season. The number of benthic macroinvertebrates species and their populations mostly decreased after the rainy season, and the rate of decrease in the populations in the open-type and control areas were more similar than the closed-type area. Species and populations of the EPT groups mostly decreased after the rainy season. A result of the similarity analysis showed that the closed-type and open-type areas were separated by 38.4% with the control area before the rainy season, but the open-type and control areas were separated by 51.3% with the closed-type area after the rainy season. A result of the principal components analysis (PCA) based on axis 1 showed that the closed-type area had a positive value before and after the rainy season, and the open-type and control areas had a negative value before and after the rainy season. The open-type area was more correlated with the control area than the close type. The analysis of the EPT groups showed the distribution of Ephemeroptera in the closed-type area and Trichoptera in the open-type and control areas. The result of this study shows that the installation of erosion control dam can cause changes in benthic macroinvertebrates community and that the open-type area had a smaller difference community difference from the control area after the rainy season than the closed-type area.

Applications of Improved Low-Flow Mortar Type Grouting Method for Road Safety and Constructability in Dangerous Steep Slopes (급경사지 붕괴 위험지역의 도로 안전 및 시공성을 고려한 개선된 저유동 몰탈형 그라우팅공법 적용성 분석)

  • Choi, Gisung;Kim, Seokhyun;Kim, Nakseok
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.40 no.4
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    • pp.409-415
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    • 2020
  • Low-flow mortar injection method grouting technology was selected and the traffic area was preserved as much as possible in order to secure safety for road traffic when the outflow and subsidence of landfill occurred due to ground-water, and etc. In particular, the current existing method was newly improved since there are risks of damage such as hydraulic fracturing at the lower part of the road, spilling of soil particles on steep slopes, and bumps on the road due to excessive injection pressure during construction. This study was carried out at the site of reinforcement work on the road as a maintenance work for the danger zone for collapse of the steep slope of the 00 hill, which was ordered from the 00 city 00 province. The improved low-flow mortar type grouting method adopted a new automated grouting management system and especially, it composites the method for grouting conditions decision by high-pressure pre-grouting test and injection technology by AGS-controlled and studied about grouting effect analysis by using new technology. By applying the improved low-flow mortar type grouting method, it was possible to lay the groundwork for road maintenance work such as the prevention of subsidence of old roads, uneven subsidence of buildings and civil engineering structures, and of soil leakage of ground-water spills. Furthermore, the possibility of application on future grouting work not only for just construction that prevents subsidence of old roads but also for various buildings and civil engineering structures such as railroads, subways, bridges, underground structures, and boulder stone and limestone areas was confirmed.

GPR Survey for the Assessment of Scour Depth near Bridge Piers (세굴심 추정을 위한 교각 우물통 주변의 GPR 탐사)

  • Park, In-Chan;Cho, Won-Cheol;Lee, Chong-Guk
    • Proceedings of the Korea Water Resources Association Conference
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    • 2005.05b
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    • pp.996-1000
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    • 2005
  • 본 연구에서는 마포대교 확장 공사의 인해 일부 교각의 우물통 기초 주변 하상변화와 세굴 현상을 파악하기 위한 심도추정 방법으로 현재 다양하게 토목분야에서 적용되고 있는 치하투과레이더 탐사기법을 사용하였다. 교각 우물통 주변의 안정적인 GPR 탐사를 수행하기 위한 보조장비를 고안하여 마포대교 P6의 우물통 주변을 2004년 6월(1차)과 2004년 10월(2차)에 걸쳐 탐사를 실시하였으며, 탐사 기간 중 약 12,000 cms의 유출량이 발생하여 국부세굴과 하상 변화 가능성을 충분히 검토 할 수 있을 것으로 판단되었다. 수집된 자료를 통해 양질의 자료 획득을 위해서 자료의 보정 과정을 마친 후 각각의 구간에 대해서 1, 2차 탐사된 두 개의 자료를 비교 분석하였다. 전구간의 반사파를 이용하여 기존의 연구결과에서 얻어진 반사파의 양상(Beres and Haeni, 1991)과 비교한 결과 하상 표면은 미사 혹은 실트로 구성되어 있고 주요한 하상 하부 매질은 전석(boulder), 호박돌 등으로 이루어져 있었다. 그리고 1차 및 2차 탐사 자료와 DATAPCS의 세굴센서가 설치된 측점을 기준으로 심도 및 위치 보정을 한 결과 큰 오차는 발생하지 않았으며, 400 MHz 안테나를 활용하여 최대수심 약 10 m 이상 하상을 탐사할 수 있었다. 수심이 깊은 구간은 하상과 가까운 위치에서 탐사를 실시하여 양질의 하상 변화 양상을 파악할 수 있어 하상 재료의 정성적인 평가를 높일 수 있도록 하였다. 마포대교의 탐사 대상 교각 우물통 주변은 계획홍수량의 1/3 수준으로 비교적 적은 홍수량이 발생한 2004년의 호우사상으로 인해 일부구간이 약 $10\~20\;cm$ 정도의 퇴적과 세굴 영향이 나타난 것을 제외하고는 유의할 만한 세굴과 하상 변화가 발생하지 않고 매우 안정적인 상태를 보이고 있으며 되메움이나 두드러진 퇴적층의 양상 또한 확인할 수 없었다. 대상구간에 설치한 유속계 최대유속이 2.0 m/s 이상 발생하였지만 우물통 주변의 자갈 및 호박돌 등과 같은 평균입경이 큰 유사의 이동에 절대적인 한계유속을 초과하지 못한 것으로 판단된다. GPR 탐사의 적용 한계성을 극복한 본 연구는 홍수 전$\cdot$후의 하상변화 및 최대세굴심, 되메움 깊이 및 범위 등의 세굴현상을 현장탐사를 바탕으로 현재 다양하게 적용하고 있는 세굴 실험식과 비교 분석함으로써 우물통 주변의 효율적인 세굴 보호 대책을 강구하는 목적으로 그 활용성을 증대할 수 있을 것이다.

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Petrological Characteristics and Deterioration Aspect of the Pohang Chilpori and Shinheungri Petroglyphs (포항 칠포리 I지구와 신흥리 암각화의 암석학적 특징과 훼손양상 분석)

  • Lee, Sang-Hun;Choi, Gi-Ju
    • Journal of Conservation Science
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    • v.25 no.4
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    • pp.347-361
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    • 2009
  • The Pohang Chilpori is the area with abundant petroglyphs in Korea. The form of the shield, female sex organs, and yut board on the outcrops or float rocks which are composed of the rhyolitic rock are engraved on Chilpori and Shinheungri Petroglyphs. The rhyolitic rock is composed of the phenocryst and groundmass with quartz and feldspar. The rock surface shows mostly yellowish brown color and the rock surface is very irregular by serious weathering, and illite and kaolinite, a kind of the clay minerals, are produced. Deterioration aspects are mainly of surface exfoliation, grain peel-off, damages, scribbling. Chilpori Petroglyph (1) plane has been eroded by running water, in (2) plane has been abrased is on the rock surface, in (3) plane shows surface exfoliation and the various part of the rock surface in plane (4) has become the soil. The corrasion and black phenomenon of the Shinheungri Petroglyph (1) plane was formed by running water, and surface exfoliation and scribbling in plane (2) is serious. Deterioration factors are geomorphologic states, plants, rock of weak to weathering, and artificial influence such as a scribbling and a forest fire. For conservation of the these petroglyphs, study for rock surface conservation and the arrangement of around petroglyphs and construction of water wall are necessary.

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A Study on Characteristic of Forest Vegetation and site in Mt. Odae(II) - Site of Plant community in Tongdaesan - (오대산(五臺山)의 산림식생(山林植生)과 입지특성(立地特性)에 관한 연구(硏究)(II) - 동대산(東臺山) 식물군락(植物群落)의 입지특성(立地特性) -)

  • Yee, Sun
    • Journal of Korean Society of Forest Science
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    • v.89 no.5
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    • pp.552-563
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    • 2000
  • The aim of this study was to characterize the forest vegetation and site of Odaesan National Park for ecological forest management. The vegetation could be divided into two forest community groups, seven forest communities, and several subcommunities. South exposed, dry slopes were covered with forests of the Quercus mongolica-Acer pseudosieboldianum community group. Quercus mongolica-Acer pseudosieboldianum community group could be subdivided into ${\bullet}$ Rhododendron mucronulatum var. ciliatum community on dry sites, especially on south or south-westly exposed ridges or convex slopes; ${\bullet}$ Lespedeza${\times}$tomentella community on south exposed slopes, at low altitudes in the eastern part of the study area; ${\bullet}$ Carex humilis-Maackia amurensis community on south exposed slopes up to the montane region; ${\bullet}$ Quercus mongolica-Acer pseudo-sieboldianum typical community on south exposed middle and low slopes, and on upper and middle north exposed slopes; ${\bullet}$ Pimpinella brachycarpa community, preferably on moderately moist and cool sites. On north exposed, more humid and moist sites, forests of the Dryopteris crassirhizoma-Cornus controversa community group were found. This group was subdivided into ${\bullet}$ Acer tschonoskii var. rubripes-Acer tegmentosum community on moderately moist to moist, loamy soils on shady slopes; ${\bullet}$ Deutzia glabrata-Ulmus laciniata community on north exposed slopes with rocky soil and boulders, having high humidity. There are several rare and endangered species in Rhododendron mucronulatum var. ciliatum community, Carex humilis-Maackia amurensis community, Vicia venosa var. cuspidata subcommunity and Saxifraga punctata subcommunity, and the communities were located in azonal areas in topography. To protect the species, the areas should be categorized as an absolute conservation area, and any forest working should be prohibited in this area.

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Analysis on the Characteristics of the Landslide in Maeri (II) - With a Special Reference on Cause of Landslide - (매리 땅밀림형 산사태(山沙汰)의 발생특성(發生特性)에 관한 분석(分析) (II) - 발생원인(發生原因)을 중심(中心)으로 -)

  • Park, Jae-Hyeon;Choi, Kyung;Bae, Jong Soon;Ma, Ho-Seop;Lee, Jong-Hak
    • Journal of Korean Society of Forest Science
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    • v.94 no.4 s.161
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    • pp.243-251
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    • 2005
  • This study was carried out to evaluate precipitation, geological and topographical factors from the landslide area occurred in Maeri, Sangdong-myeon, Gimhaesi, Gyeongsangnam-do. The landslide was affected by geo-topographical factors. Talus which is infiltrated easily by runoff was widely distributed in the landslide area. Concave areas on back- and toe-slope were built up colluvial materials and weathered soils. The colluvial materials were consisted of less weathered pebbles and stones (diameter: 10~100 cm) which are easily infiltrated during rainfall events. Also the landslide was mainly affected by an ascending of ground water table which is low in summit and high in toe-slope due to geo-topographical characteristics of the landslide area. The most important reason of the landslide was a lacking of drainage system of ground water despite the high infiltration rates of ground water in talus area during rainfall events.

Evaluation of habitat range and physical habitat of black shinner (Pseudopungtungia nigra) from Yongdam to Daecheong Dam in Geum River (금강의 용담댐에서 대청댐까지 서식하는 감돌고기 (Pseudopungtungia nigra)의 서식범위 및 물리적 서식지 평가)

  • Hur, Jun Wook;Kim, Kyung Hoon
    • Ecology and Resilient Infrastructure
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    • v.6 no.4
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    • pp.179-190
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    • 2019
  • In this study, a fish survey was conducted to investigate the habitat status of black shinner (Pseudopungtungia nigra) designated as endangered species level from the lower part of Yongdam Dam to the upper part of Daecheong Dam. Biodiversity analysis was performed on the basis of the number of fish emerged, and biological health and physical habitat environment were quantitatively analyzed using collected P. nigra. According to the survey, the habitat range of P. nigra was found from Banguri-myeon, Buri-myeon, Geumsan-gun, downstream of Yongdam Dam. The biodiversity analysis results of all species appeared to be low in overall dominance index and relatively high in species diversity and uniformity index. In addition, P. nigra collected in this study was confirmed to have normal growth and nutritional status by the full-length-weighted relativities and condition factor. The physical habitat environment of P. nigra was 0.3 - 0.6 m in depth, 0.3 - 0.7 m/s in flow rate, and bed materials showed high frequency of occurrence in the range of cobbles (64.0 - 256.0 mm) to boulders (>256.0 mm). These results are expected to be used as data for habitat restoration and management in the future as basic data on the spatial range and preferred physical habitat environment of P. nigra in Geumgang.