• 농촌계획
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• 제22권3호
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• pp.33-47
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• 2016

The purpose of this study is to understand the master plan of "The project on a comprehensive village development with a unit of a based township" through the master plan analysis and to help understand the implications of this project in order to maintain rural villages that can make local residents satisfied with them and promote the project of comprehensive rural village development as a successful way based on a comparative analysis through the in-site survey. The processes of this study are as follows. First, the analysis of development planning created a drawing based on linking business strategy by each region. The current situation and characteristics of planned public spaces were analyzed through the analysis of location and distribution of public spaces and facilities. Second, the situation analysis was performed by the task of shooting based on the basic plan information, and the master plan and status were confirmed through interviews. Also, the analysis of location and distribution of public spaces and facilities was conducted by a created drawings based on a survey. Finally, the detailed information of public spaces and facilities was compared with the investigation by in-site survey and analyzed through the Master Plan Strategy and a detailed classification of the types of facilities among each regional issues. In addition, by overlapping the planned drawings with the results, the results of formations were confirmed and the planned positional changes and the distribution of facilities were analyzed. As the results of "The project of comprehensive village development with a unit of based township", it was determined that there were many issues on cultural and welfare facilities in this project to meet the business objectives. Also, the facilities the residents needed, identified by interviews, were rural tourism facilities. According to the results, the residents cherished rural tourism facilities as much as basic living facilities. However, as the results of comparative analysis of public spaces and facilities, it was confirmed that mostly the plan was unfulfilled. Therefore, it is concluded that living, cultural and welfare facilities in the township can be maintained and expanded comprehensively as a purpose of "The project of comprehensive village development with a unit of based township" after not only planning process but also the project is fulfilled actually in rural areas.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.133-144
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• 2009

Incheon Bridge, 18.4 km long sea-crossing bridge, will be opened to the traffic in October 2009 and this will be the new landmark of the gearing up north-east Asia as well as the largest & longest bridge of Korea. Incheon Bridge is the integrated set of several special featured bridges including a magnificent cable-stayed girder bridge which has a main span of 800 m width to cross the navigation channel in and out of the Port of Incheon. Incheon Bridge is making an epoch of long-span bridge designs thanks to the fully application of the AASHTO LRFD (load & resistance factor design) to both the superstructures and the substructures. A state-of-the-art of the geotechnologies which were applied to the Incheon Bridge construction project is introduced. The most Large-diameter drilled shafts were penetrated into the bedrock to support the colossal superstructures. The bearing capacity and deformational characteristics of the foundations were verified through the world's largest static pile load test. 8 full-scale pilot piles were tested in both offshore site and onshore area prior to the commencement of constructions. Compressible load beyond 30,000 tonf pressed a single 3 m diameter foundation pile by means of bi-directional loading method including the Osterberg cell techniques. Detailed site investigation to characterize the subsurface properties had been carried out. Geotextile tubes, tied sheet pile walls, and trestles were utilized to overcome the very large tidal difference between ebb and flow at the foreshore site. 44 circular-cell type dolphins surround the piers near the navigation channel to protect the bridge against the collision with aberrant vessels. Each dolphin structure consists of the flat sheet piled wall and infilled aggregates to absorb the collision impact. Geo-centrifugal tests were performed to evaluate the behavior of the dolphin in the seabed and to verify the numerical model for the design. Rip-rap embankments on the seabed are expected to prevent the scouring of the foundation. Prefabricated vertical drains, sand compaction piles, deep cement mixings, horizontal natural-fiber drains, and other subsidiary methods were used to improve the soft ground for the site of abutments, toll plazas, and access roads. Light-weight backfill using EPS blocks helps to reduce the earth pressure behind the abutment on the soft ground. Some kinds of reinforced earth like as MSE using geosynthetics were utilized for the ring wall of the abutment. Soil steel bridges made of corrugated steel plates and engineered backfills were constructed for the open-cut tunnel and the culvert. Diverse experiences of advanced designs and constructions from the Incheon Bridge project have been propagated by relevant engineers and it is strongly expected that significant achievements in geotechnical engineering through this project will contribute to the national development of the longspan bridge technologies remarkably.

• Journal of Radiation Protection and Research
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• 제34권4호
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• pp.190-194
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• 2009

울진원자력발전소 주변의 환경시료 해조류에서 검출된 766 keV 감마선에너지 피크를 여러 연구기관에서 $^{95}Nb$ 핵종에서 방출된 것으로 해석하고 있다. 그러나 원전의 액체폐기물 처리설비의 장치개선으로 $^{95}Nb$ 배출량이 현격히 감소하였음에도 불구하고 지속적으로 환경시료에서 $^{95}Nb$ 핵종이 검출되고 있는 현상에 대해서 보다 더 정밀한 기술적인 검토가 필요하였다. 이에 측정 스펙트럼을 정밀 분석한 결과, 766 keV 감마선에너지 피크와 $^{234}Th-^{234}mPa$ 붕괴 계열의 다른 감마선에너지 피크(63, 92 및 1001 keV)들이 동시에 같이 검출되고 있으며, 이들 4종의 감마선에너지 피크 계수율의 시간에 대한 변화로부터 계산된 반감기가 $^{234}Th-^{234}mPa$ 붕괴 계열의 방사평형시 방사능반감기 24.1 일과 매우 비슷한 값을 나타내었다. 또한 766 keV 와 1001 keV 피크의 상대적인 계수율의 비가 $^{234}mPa$의 감마선방출율의 상대적인 비 0.35와 매우 비슷한 값을 나타내었다. 따라서 이러한 점에서 지금까지 $^{95}Nb$ 핵종에서 방출된 것으로 판단했던 766 keV 감마선에너지 피크는 자연방사성핵종인 $^{234}mPa$ 핵종에서 방출된 것으로 판단된다.

• 헤리티지:역사와 과학
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• 제57권2호
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• pp.28-50
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• 2024

한반도 비무장지대 실태조사는 2020년 5월부터 2021년 12월까지 실시되었고, 그에 대한 결과물이 『한반도 비무장지대 2020-2021 실태조사 보고서』로 간행되었다. 이번 실태조사는 고고분야를 비롯하여 건축·동물·식물·지질·경관 등 문화·자연유산 전문가 50여 명이 참여한 가운데 모두 18차에 걸쳐 진행되었다. 이중에서 실태조사를 통해 확인된 문화유산은 모두 33개소로 경기도에 20개소, 강원도에 13개소이고, 종류별로 관방유적 8개소, 분묘 6개소, 유물산포지 15개소, 기타 4개소이다. 비무장지대 문화유산에 대한 실태조사는 이전에 이루어졌던 군사보호구역에 대한 지표조사 및 도라산 유적, 군부대 부지 등의 시·발굴조사와 연계되는 매우 의미있는 학술조사라 할 수 있다. 이번 조사를 통해 처음 발견된 유적이 적지 않고, 기존에 조사된 유적도 그 위치나 구조, 수습 유물이 다르게 확인되어 정밀조사의 필요성이 제기되었다. 특히 철원도성과 성산성의 현황을 재확인함과 동시에 파주 조산리와 철원 강서리 등의 유물산포지에서 구석기시대부터 조선시대에 이르는 다양한 유물이 수습되었으며, 횡산리사지도 비무장지대의 불교유적이라는 점에서 주목된다. 그러나 파주지역의 일부 묘역과 유물산포지의 경우 경작과 개발로부터 안전하지 않다는 현실을 알 수 있는 계기가 되었고, 철원도성과 성산성, 조랑진보루, 강서리보루도 군부대 시설이 조성되는 과정에서 유구가 훼손되어 긴급조사가 필요한 상태이다. 또한 장단 및 군내면과 강산리 유적 일대의 경작지와 구릉지대는 소규모 개발과정에서 매장유산에 대한 조사가 제대로 이루어지지 않고 있는 실정이다. 따라서 이번 문화유산 실태조사의 결과를 바탕으로 관계 당국과 기관들이 보다 긴밀하게 협조하여 비무장지대 문화유산을 특별관리 및 중장기적으로 조사하는 방안을 수립해야 하는 중요한 시점이다.

• 지질공학
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• 제19권3호
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• pp.373-387
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• 2009

연구지역은 '부산 고촌 택지개발사업지구'로 지정되어 부지를 정리하던 중 '삼국시대'를 비롯한 다양한 시대의 많은 문화유적들이 발굴된 곳이다. 이 지역은 고고학적 중요성이 인정되어 정밀조사가 실시되었다. 이를 위해 항공사진 분석과 발굴시 절취된 퇴적단면에 대한 정밀 단면분석을 실시하였다. 정밀격자분석에서는 유적지의 시대별 퇴적특성과 인위적 굴착여부 등을 중점적으로 관찰하였다. 또한 연구지역 내에서 발견되는 일정한 크기와 유사한 형태를 가지는 많은 타원체 역들은 그 특성을 파악하고, 성인에 대한 해석을 시도하였다. 연구지역은 주변 지형에 비하여 상대적으로 낮은 고도와 완만한 지형적 기복을 보인다. 이 지역에는 단층으로 추정되는 남-북 방향의 선형구조가 집중되어 조사지역의 지형적 특징을 좌우하는데 기여하였을 뿐만 아니라 연구지역 내에 집중적으로 발견되는 많은 관정의 분포와 밀접한 연관이 있을 것으로 해석되었다. 단면에서 인지되는 퇴적층들은 여러 층으로 구분이 될 수 있는데 이들 중의 일부는 인위적인 작용의 흔적을 보여준다. 또한 특징적인 역들은 어떤 특정한 목적을 위하여 인위적으로 만들어졌거나 수집된 것으로 해석된다. 이러한 문화재 지역에서의 지형적, 지질학적 분석과 연구는 문화 유적지의 입지에 지형적, 지질학적 요소도 중요한 역할을 하였음을 보여주었고, 특징적인 석기들의 기원에 대한 연구는 이제까지 관심을 가지지 않았던 지질학적 방법을 통한 고고유물에 대한 연구가 고고학의 해석에 도움을 줄 수 있음을 보여주었다.

• 한국환경복원기술학회지
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• 제19권1호
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• pp.25-43
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• 2016

This research was completed to provide fundamental data regarding the guidelines to installing and managing utility facilities & structures in wetland protected area to advance the functions and sustainable use of ecology services by preserving the ecology within wetland protected area. There were 5 on-site researching areas that were used as the main subject with these areas chosen and considered from 21 inland wetlands that have been designated and are being managed from the Ministry of Environment and by their designated dates as a wetland protected area. The utility facilities in these wetland areas were categorized by their types and a detailed on-site investigation was proceeded with investigation items chosen whereas these facilities are working by their roles from their location, size, used materials, types, information contents and etc., The results showed that regarding informational structures, several locations of information boards were distanced from the main exploring routes which did not consider the visitor's eye level which had their readability dropped and by sunlight, time lapse and water penetration, many information boards were damaged or corrupted so that it was hard to confirm the information noticed or understanding an image. Insufficient observation and educational structures were installed that considered the ecological characteristics of wild animals and their living conditions. Regarding convenience facilities, there were parking lots that were installed on the fore-land and to decrease non-point solution sources, some parking lots needed to be located in protected lowlands while some facilities' shape and colors did not harmonize with their natural surroundings, creating a sense of awareness, which will need some more consideration. As for safety facilities, they were very insufficient compared to other facilities. This means that additional safety structures are needed so that related personnel can be aware of where a visitor is located when an accident occurs. Protectional facilities strongly needed new structures and a management system to cut off entrances and do surveillance so that visitors do not go into areas outside of the managed areas and bring damages to restricted locations. Research labs needed to expand the use of automatic weather systems and water gauge equipments to build fundamental data regarding floodgates that are intimated to the forming of wetlands. Sensor cameras and other types of monitoring systems are needed to monitor the majority types of animals living in the wetlands as well.

• 한국환경복원기술학회지
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• 제23권3호
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• pp.23-43
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• 2020

The purpose of this paper is to create ecological values for urban rivers. For this, the paper looks into river bed structures and how nearby lands are used. This study was performed to set the specific sections for analysis through a field investigation of the infrastructure conditions, surrounding land use, and the inter habitat structure of Seongnaecheon(Stream). A total of 780 individuals from 31 species of wild birds appeared in Seongnaecheon(Stream). According to foraging guild's habitat, there were 9 species of water, 8 types of water edges, 5 types of crowns, 5 types of shrubs, 2 types of tree trunks, 2 types of birds of raptors, and 355 individuals of water, 243 shrubs, 90 crowns, 84 water edges and 5 raptors. Many water birds were observed at the site where the Seongnaecheon(Stream) sandy plains and wetland herbaceous area were developed and the open water was secured. Most of the forest birds appeared on levee slope connected with forest around and riverside with fewer facilities for use. The species diversity index of Shannon, the entire section of Seongnaecheon(Stream), was 2.2697 and the downstream ecological landscape conservation area of Seongnaecheon(Stream) was found to be useful as a habitat for wild birds in the city compared to other sections. Some sections of Seongnaecheon (Stream) had low species diversity index due to lack of green space and surrounding urbanization areas. In choosing target species, I researched the special features of the habitats and the habitation structure of wild birds in each zone. Regarding detailed plans, by classifying the breeding place & roosting site and the roosting site & shelter that took account of the inhabitation characteristics of the target species in different sections, this paper suggested the major plant species and multilayer planting structures. Moreover, this study proposed the development of habitats for water birds and forest birds along with the connection of the green network for improving the Eco-corridor linkage and inhabitation features in Seongnaecheon(Stream).

• 한국환경복원기술학회지
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• 제11권5호
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• pp.38-59
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• 2008

This research has a meaning to provide basic data for eco-friendly way of district unit plans and ecological landscape planning by evaluation of biotope preservation value at the level of district unit and designating land development of the site, the whole area of Sinseo-dong (Dong-gu, Daegu metropolitan city) for research site. The summary of analysis result is as follows. As a result of classification of biotope types on the research site, it is divided into 11 biotope groups such as a residential biotope group and 51 specific biotope types which is subordinate to the groups. As a result of the first value assessment on classified biotope types, there are 16 types of natural rivers which is full of vegetation as a I class. Also it is analysed as 9 types of IIclass, 14 of IIIclass, 8 of IVclass, and 4 of Vclass. In particular, in light of a wildlife habitat, EB, in case of broad-leaved tree of mixed forest assessed as a II class, was classified into Iclass which is one-step upgraded as a final class with the analysis as there is a structural characteristic (more than 71% of low density, 50 years of age-class). As a result of second assessment, it is analysed that there are 17 special sites (1a,1b) and 33 special sites (2a, 2b, 2c) respectively for preservation of species and biotope. Particularly, in case of the No. 27 space, it was assessed that it has the value of about medium (IIIclass) level, but its value was upgraded with the on-spot detailed investigation that most of Aristolochia contorta, designated as a rare plant by Ministry of Environment, is growing. It is regarded that the above-mentioned research result on evaluation of biotope preservation value is expected to provide very important basic materials for future district unit plans and smooth integration with landscape ecology plans and eco-friendly space development.

• 한국지반공학회논문집
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• 제34권8호
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• pp.37-49
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• 2018

지진에 의해 액상화 현상이 발생하면 지반의 침하 혹은 측방유동으로 지중 및 상부 구조물의 손상을 유발하기 때문에 이를 사전에 예측 대비하는 것이 매우 중요하다. 2017년 11월 15일에 발생한 $M_L=5.4$의 포항지진은 국내지진 관측이래 액상화 피해사례가 처음으로 접수되었으며 연구자들이 이에 대한 분석을 수행 중이다. 2018년 춘계 한국지진공학회에서 발표된 포항지역의 액상화 위험지도의 경우 지반조사 결과만을 활용하여 LPI(Liquefaction Potential Index)를 계산하고 대상지역의 피해를 추정하였다. 이때 보고된 결과에 따르면 포항지역이 전반적으로 액상화에 취약하며 상대적으로 위험해 보이는 지역은 실제 피해가 발생했던 지역과 유사하였다. 하지만 액상화 위험도는 실제 발생한 피해보다 과대 예측하였기에 액상화 피해수준 범위에 문제점이 제기되었다. 따라서 본 연구에서는 액상화 현상이 관측된 구간에서 1차원 지반응답해석을 수행하여 액상화 발생가능성을 분석하였다. 그 결과 지반분류에 따른 평가로부터 얻어진 LPI는 액상화 위험지도를 작성 시에 과대예측 할 수 있는 것으로 나타났다.

• 터널과지하공간
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• 제32권6호
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• pp.530-548
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• 2022

고준위방사성폐기물 심층처분 부지선정과정은 단계별로 진행될 예정이며, 부지선정과 관련된 평가인자는 103개로 제안된 바 있다. 이 중 암반공학분야에서 무결암, 절리나 암반에 대한 평가인자는 33개가 있으며, 기본조사와 상세조사 단계에서 적용된다. 본 보고에서는 일축압축강도와 원위치 응력, 절리분포, 암반등급을 주요 평가인자로 선정하고, 이 중 일축압축강도와 원위치 응력을 핵심 평가인자로 선정하였다. 선정한 핵심 평가인자에 대한 분포범위를 평가하기 위해 원주와 춘천지역의 화강암을 대상으로 통계적 기법 또는 회귀분석을 수행하였다. 사후분포를 통해 추정된 원주지역의 일축압축강도의 평균은 약 171 MPa, 춘천지역은 약 123 MPa이다. 원주지역에 작용하는 최대 원위치 응력은 30 MPa 이하이며 춘천지역은 40 MPa 이하였다. 회귀분석에 의해 산정된 최대수평응력의 방향은 원주의 경우 101°이며 춘천의 경우는 95°였다.