• Applied Biological Chemistry
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• v.39 no.3
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• pp.212-217
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• 1996

Molecular structural Properties of Potato starches from Irish cobbler(mealy Potato), Dejima(waxy or soggy potato) and Shepody were investigated. iodine reaction of Irish cobbler, Sephody and Dejima starches were 0.45, 0.44 and 0.43. ${\beta}-amylolysis$ limit of the starches was not different between the three potato types. The percentage of each fraction was different among samples : in general, Dejima starch had higher proportion of $F1(more\;than\;{\overline}{DP})$, $F2({\overline}{DP}40{\sim}50)$ and lower proportion of $F3({\overline}{DP}15{\sim}20)$ than those of Irish cobbler starch. When the starch was heated in excess water at $98^{\circ}C$ for 8min, the yield of hot water-soluble starch were higher in waxy type than in mealy one. Each potato variety showed different gel chromatography pattern of the hot water soluble starch. When the potato starches were hydrolyzed with 2.2N HCI at $37^{\circ}C$ for 48 hr, the molecular weight of the starch was decreased.

• Journal of Wetlands Research
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• v.12 no.1
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• pp.41-49
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• 2010

Web building of the spider is an investment behavior for prey foraging with genetic constraint. Individual's decision-making on the web construction depends on diverse environmental variables. This study investigated web structure of the wasp spider, Argiope bruennichi, to compare individual's behaviors in dry field and in wet field. We measured 35 web structures in dry field (Chunma-San, Incheon) showing relatively low humidity (46.4%) and luxuriant herbage, and 13 web structures in the wet rice field (73.9%; Taean-Gun, Chungnam). Comparing to the wet field the individuals in the dry field invested significantly more silk: $32.5{\pm}12.8$ number of silk spirals used in the dry field vs. $16.9{\pm}5.4$ in the wet field. The web area of the dry field was greater than that of the wet field: $976{\pm}643cm^2$ vs. $532{\pm}254cm^2$. The web height, distance between the ground and the center of the web, appeared higher in the dry field than in the wet field: $71.4{\pm}39.6cm$ vs. $49.6{\pm}31.2cm$. Also the web constructed in the dry field showed longer stabilimentum than the web of the wet field: $18.8{\pm}3.4cm$ vs. $3.9{\pm}3.2cm$. The perpendicular inclination and the inclination to East-West of the web showed no difference between the two fields. This study suggests that adult females of A. bruennichi could modulate its construction behavior depending on the micro-habitat factors.

• Economic and Environmental Geology
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• v.52 no.5
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• pp.381-393
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• 2019

Carbonate breccias occur sporadically in the Middle Cambrian Daegi Formation on the southern limb of the Baegunsan Syncline, Taebaeksan Basin. These carbonate breccias have been largely interpreted either as sedimentary breccias or as tectonic, fault-related breccias. Recent study, however, indicates that the majority of these breccias are a solution-collapse breccia which is causally linked to the paleokarstification. Extensive karstification is attributed to prolonged subaerial exposure of the carbonate platform. The exposed surface is a record of interruption in sedimentation on the carbonate platform. In the stratigraphic record, such karst-related post-depositional features are recognized as meteoric diagenetic features, paleosols, and solution-collapse breccias. Solution-collapse breccias are particularly well preserved and most profound in the carbonate rocks below the major unconformities, which also are evidence of prolonged subaerial exposure. The Middle Cambrian Daegi Formation provides an example of solution-collapse breccias. The formation and preservation of the solution-collapse breccias imply that a stratigraphic discontinuity surface (unconformity) can be designated within the Daegi Formation.

• Journal of the Korean Society of Marine Environment & Safety
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• v.28 no.2
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• pp.254-261
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• 2022

Every vessel shall proceed at a safe speed to avoid collision. Additionally, every vessel shall comply with the speed limit rules in the territorial water and internal waters of Korea. The VTS operator shall properly control the compliance of the vessel with the safe speed and speed limit rules. Safe speed under the COLREG 1972 is not explicitly stipulated in knots. However, under the Domestic law for traffic safety-specific sea areas, etc., the speed limit is specified in knots and complied with. This speed limit rule is mainly based on the 'speed made good over the ground'; however, in some places, it is based on the 'speed making way through the water'. In this paper, I analyzed marine accidents that occurred in the past 5 years and the rate of violation of speed limits. Furthermore, I reviewed safe speed under the COLREG 1972, speed limit rules under domestic and foreign laws, and cases of non-compliance with safe speed in the judgment of the Korea Maritime Safety Tribunal. Resultantly, I suggested in this paper that the speed limit rules in the domestic law must be observed by vessels to prevent marine accidents, and the rules which are stipulated in terms of 'speed making way through the water' must be revised as 'speed made good over the ground' such that the vessels can easily comply with them and the VTS operator can control the vessel properly.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.6C
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• pp.385-393
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• 2006

Soil nailing is a reinforcement method used for stabilizing excavated walls or slopes. Due to its much advantages such as ease of construction and economical efficiency, use of soil nailing is increased. However, the soil nail has much disadvantages for use in urban area. The soil nail needs to be installed inevitably beyond private land boundary, which causes rent for use. For this reason, removable soil nailing system was developed. However, the removal rate of this system is just about 50￠¦70%. To resolve this problem, the Fiber Reinforced Plastic (FRP) soil nailing system which does not need to be removed and allows for the installation beyond private land, is developed. In this paper, through theoretical and experimental studies in laboratory and field such as prototype tests, pullout tests, we evaluate the stability and behavior characteristics of the FRP soil nailing system. And, numerical analyses using FLAC2D were performed with respect to various soil conditions, where prototype test for excavation wall and pullout tests were carried out. As a result of this study, the FRP soil nailing systems show similar behavior characteristics with those of removable soil nailing system. Finally, considering the serviceability and mechanical stability of FRP soil nailing systems, it is enough to be used as a good alternative of general soil nailing system.

• 공원문화
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• s.32
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• pp.26-31
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• 1986

봄비가 촉촉 내린다. 가뭄에 메마른 곳을 적셔주고 먼 산허리에의 희끗희끗 얼어붙은 눈을 녹이고 한 겨울의 탁한 먼지를 말끔히 씻어준다. 온 대지에 푸른 생기가 가득차 움추린 가슴을 풀어 헤지게 하여 싱그러운 봄을 느끼게 한 지난3월22일 국립공원월악산을 찾았다. 월악산은 지난 1984년 12월 27일 국립공원으로 지정되어 산수의 조화등 입지조건으로 충북도민은 물론 인근도민과 전국의 자연공원 애호인 들의 관심사가 되고 있는데 그 면적은 $284.5km^2$에 이른다. 그중 충북 제원군이 $111.30km^2$, 단양 $63.32km^2$, 중원$32.08km^2$ 그리고 경북 문경군이 $77.8km^2$를 점하고 있다.

• Journal of the Speleological Society of Korea
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• no.77
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• pp.43-52
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• 2007

중국 호남성의 장가계시 무릉원(武陵源)에는 위로 천문산(天門山)의 천문동(天門洞)과 땅 아래로 뻗혀 있는 황룡동굴(黃龍洞窟)이 있다. 천문동은 오나라 때의 대지진으로 인하여 생긴 것이며, 황룡동굴은 이 지역에 분포된 석회암 지대로 말미암아 영겁의 세월을 통하여 생성된 지하생성물의 극치이다. 천문산 고봉의 하늘 맞닿은 높은 곳에 형성된 천문동혈(天門同穴)과, 4층 규모로 된 땅속의 산 같은 석회동 구조물과 강물을 무색케 하는 지중뱃길수로를 끌어안고 있는 황룡동굴은 과연 천산용동(天山龍洞)의 바로 그것이 아닌가. [답사보고서 중에서]

• 건축구조
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• v.12 no.4
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• pp.80-81
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• 2005

고층화의 최대 장점은 과밀한 수평 밀집 환경을 건축물의 수직적 확장으로 과밀 현상에서 다층 보행자 시스템으로 대지의 공지를 활용하는데 있다. 이러한 초고층 건물은 특성상 건물의 강도, 강성, 안전성 등을 고려하여 설계가 이루어졌고, 이러한 특성으로 인해 비교적 건물 내의 대공간 확보와 평면의 자유를 얻기 힘들었다. 그래서, 이런 단점을 보완하기 위해서 그 대안으로 SAC조와 현수교 구조(Cable)를 제안하고자 한다.

• Electronics and Telecommunications Trends
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• v.10 no.3 s.37
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• pp.57-67
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• 1995

정보화 사회의 하부구조로서 중요성이 증대되고 있는 정보통신망은 단절없이 항상 안정적인 통신 서비스를 제공하기 위하여 비상재난을 대비한 통신망의 안전성 및 신뢰성을 확보하는 것이 중요하다. 본 고에서는 '95년 1월에 발생한 일본 고베 지방의 대지진으로 인한 정보통신 및 방송 분야의 피해 현황과 복구 대책을 살펴본다.

• Journal of the Speleological Society of Korea
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• v.44 no.45
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• pp.41-48
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• 1996

한라산을 중심한 제주도에는 수많은 용암류가 흘러 제주도를 형성하고 있다. 한라산 정상 화구에서 혹은 수많은 기생화산 화구에서 용암이 흘러 내려 이 용암지역에 수많은 용암동굴이 형성되고 있다. 세계에는 용암동굴이 1,000개소가 있고 그 중 50%가 미국의 서부에, 이탈리아에 186개, 후지산에 100개, 제주도에는 70개 정도가 알려지고 있다. 제주도 동,서 사면에는 광대한 용암대지가 있다. 점성이 작고 유동성이 강한 표선 현무암층이 분포한 관계로 세계적인 용암동굴 지대를 형성하고 있다.(중략)