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Recently Augmented Natural Habitat of Abeliophyllum distichum Nakai in Yeoju-si, Gyunggi-do, Korea (미선나무(Abeliophyllum distichum Nakai)의 새로운 자생지 보고 - 경기도 여주시 자생지-)

  • Lee, Ho-Young;Kim, Tae-Gwan;Oh, Chung-Hyeon
    • Korean Journal of Environment and Ecology
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    • v.28 no.1
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    • pp.62-70
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    • 2014
  • This study was carried out to analysis the vegetation status, the habitat size and the meaning of new natural habitat, and to provide basic data for conservation or management on the newly augmented natural habitat of Abeliophyllum distichum Nakai in Yeoju-si, Gyunggi-do, Korea. A. distichum is a Korean monotypic endemic species. Most natural habitats of A. distichum have been reported in South-Central area around Chungcheong-do. The extent of occurrence of A. distichum can be enlarged to Central area due to the Yeoju-si habitat. The new habitat is located on a hillock which is composed of rock field at $37^{\circ}20{\sim}21^{\prime}N$, $137^{\circ}43{\sim}21^{\prime}E$, and 99~120m a.s.l.. The habitat size is small as about $530m^2$, and a small stream runs aside. The number of individuals of A. distichum was about 1,200. But most individuals were smaller than 0.5m height, so just about 300 individuals are taller than 1.0m height. A. distichum on Yeoju-si seemed to be maintained and distributed by vegetative propagation from elongated roots of branches. Pinus rigida and Quercus aliena dominated tree layer, and Lindera obtusiloba, Q. aliena and Acer tatricum appeared frequently in subtree layer. The shrub layer was dominated by A. distichum with Stephanandra incisa, Euonymus alatus for. ciliatodentatus, Ligustrum obtusifolium, etc. The coverage of herbaceous layer was low.

Deterioration Assessment and Conservational Scientific Diagnosis of the Stone Pagoda in the Bunhwangsa temple, Gyeongju, Korea (경주 분황사석탑의 풍화훼손도 평가와 보존과학적 진단)

  • Yi, Jeong-Eun;Lee, Chan-Hee;Lee, Myeong-Seong
    • Journal of Conservation Science
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    • v.18 s.18
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    • pp.19-32
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    • 2006
  • The stone pagoda of the Bunhwangsa temple made by piling small brick-shaped stones. The major rock forming stone bricks are andesites with variable genesis. Rock properties of the pagoda roof stone suffer partly including multiple peel-offs, exfoliation, decomposition like onion peels, cracks forming round lines and falling off stone pieces. The stylobates and tabernacles in all the four directions the pagoda are mostly composed of granitic rocks. Those rock properties are heavily contaminated by lichens and mosses with the often marks of inorganic contamination by secondary hydrates that are dark black or yellowish brown. Within the four tabernacles and northern pagoda body situated to relatively high humidity. There are even light gray precipitate looking like stalactites between the northern and western rocks of the body Their major minerals are calcite, gypsum and clays. The stone lion standing in the southeast and northeast side are alkali granite, while that in the southwest and northwest lithic tuff. Total rock properties of the pagoda are 9,708 pieces, among the all properties, fractured blocks are 11.0%, fall out blocks are 6.7% and covered blocks by precipitates are 7.0%, respectively. The pagoda has highly deteriorated the functions of the rock properties due to physical, chemical and biological weathering, therefore, we suggest that this pagoda has need to do long term monitoring and synthetic conservation researches.

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Analysis on the Rainfall Driven Slope Failure Adjacent to a Railway : Flume Tests (강우로 인한 철도 연변사면의 활동분석 : 실내모형실험)

  • SaGong Myung;Kim Min-Seok;Kim Soo-Sam;Lee In-Yong
    • Journal of the Korean Geotechnical Society
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    • v.22 no.5
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    • pp.83-91
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    • 2006
  • Recently, the intensive rainstorm possibly induced by global warming plays a key role on the instability of railway adjacent slopes. The instability of slopes results as covering and loss of railway lines induced by slided soil mass. According to the site investigation on the failed slopes triggered by rainfall, low types of slope failure were observed: shallow, intermediate, gully erosion, and soil-rock interface failures. The observation reveals the different characteristics of slope failure depending on the thickness of soil layer, morphological features of slope, etc. Based upon the observations, flume tests were conducted to analyze the sliding mechanism of each failure. The variables of flume test are soil layer thickness, rainfall intensity, and morphology of slope under the constant condition of the percentage of fine, initial soil moisture content, slope angle and compaction energy. Test results show that shallow failure was mostly observed from the surface of the slope and caused by the soil erosion; in addition, compared to the other types of failure, the occurrence of initial erosion is late, however, the development of erosion is fast. In gully erosion failure, the collected water from the water catchment area helps erosion of the upper soil layer and transfer of residual corestone, which impedes the erosion process once the upper soil layers are eroded and corestone are exposed. The soil-rock interface failure shows the most fast initial erosion process among the failure types. Interestingly, the common feature observed from the different types of failure was the occurrence of the initial deformation near the toe of slopes which implies the existence of surbsurface flow along the downslope direction.

A Design and Operation of EPBM Applied in Fort Canning Boulder Bed of Singapore (싱가포르 포트캐닝 전석층에 적용된 EPBM의 설계 및 시공)

  • Kim, Uk Young;Noh, Seung Hwan;Noh, Sang Rim
    • Tunnel and Underground Space
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    • v.25 no.5
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    • pp.417-422
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    • 2015
  • This paper introduces the design and operational considerations for TBM tunneling in boulder bed which poses significant problems in terms of advance rate and machine wear. Managing these problems is difficult since normal soil investigation techniques do not accurately predict the presence and frequency of boulders. This has leads to considerable extra costs and delays during construction. In this paper, EPBM design and operational parameters, cutter wear characteristics and soil conditioning method in soft ground condition were studied and key successes were highlighted for future projects in similar ground condition.

A Study on the evolution theory of digital game rules (디지털 게임 규칙의 진화론에 관한 연구)

  • Chon, Suk;Yoon, Joon-Sung
    • Journal of Korea Game Society
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    • v.9 no.1
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    • pp.21-31
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    • 2009
  • This research is to classify game rules which are important factors for the game, and to define the basis of the each level of rules and concepts. In terms of these definitions, the process of transformation in the game rule is analyzed, and examined the development related to evolution. The rule of digital game is analogous to the biological evolution. From this point of view, This research presents the structural similarities between the game rules and biological evolution. It is for the investigation of the development using new perspective and for the conceptualization of the process. Moreover it makes us rediscover the game as a scholastic research subject.

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A Study on the Type and Characteristics of the King Taejo's Taesil in Joseon Dynasty (조선 태조대왕 태실(胎室)의 형식과 특성)

  • Ryu, Kee-Weon;Kim, Ki-Joo
    • Journal of architectural history
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    • v.26 no.6
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    • pp.77-88
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    • 2017
  • Ordinary people generally bury or burn placenta when the baby was born. But, Joseon royal family put placenta in pot and then buried it in propitious site praying for good health and long life. After that baby had become the king of Joseon, people built stone figures formed fixed type at that place. It is called gabong-taesil(加封胎室). The purpose of this study is to figure out the type and characteristics of the King Taejo's taesil in Joseon Dynasty. The King Taejo's taesil had built first as soon as Joseon was established circa 1393, and repaired largely in 1689. Since then, this was damaged by the Japanese Empire and assembled in recent days at near place from the original place. Center piece of taesil remains the original form, and the rest of stone figures is assumed to be rebuilt in 1689. But, some materials like sangseok(裳石) and jeonseok(磚石) are assumed that are original stone figures or were made, assembled by the style of then. Considering most of remained taesil is a relic of the latter part of Joseon Dynasty, the King Taejo' taesil has high cultural value as the first gabong-taesil of Joseon Dynasty inheriting Goryeo Dynasty type.

Ancient Cave Exploration: A Screen Climbing Game for Children (고대동굴탐험: 어린이를 위한 스크린 클라이밍 게임)

  • Kim, Jungsoo;Chung, Daniel;Sung, Bokyung;Chon, Suk;Ko, Ilju
    • Journal of Korea Game Society
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    • v.16 no.3
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    • pp.117-126
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    • 2016
  • Screen climbing is a kind of screen sports. In screen climbing, the software program is executed in a computer system and climbing is progressed by the interaction between a climber and the content of the screen. We implemented a screen climbing game with the ancient cave exploration considering the development of children and the children's motivation to sports climbing. The content of the game is projected to the artificial climb wall and the interaction between a user and the game is done by a user's input of Kinect's depth data. The game is popular with the children in the children's exhibition event. There should be implemented more screen climbing game.

Philosophizing Game as Aesthetic Technology (미학적 테크놀로지로서 철학화하는 게임)

  • Jeon, Seok;Cho, Hyun-Koung;Yoon, Joon-Sung
    • 한국HCI학회:학술대회논문집
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    • 2007.02c
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    • pp.183-188
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    • 2007
  • 게임은 데카르트적 좌표(Cartesian coordinates)의 전통을 뒤흔들고 육체와 정신, 이성과 감성, 실재와 가상을 가로지르면서 진화하고 있다. 수많은 철학적 담론을 야기하는 사유의 대상이 되고 있는 게임은 "미학적 기술(Aesthetic Technology)의 철학화(Philosophizing)"로 새롭게 정의될 수 있다. 게임의 메타포적 특성은 철학화하는 게임을 규정하는 중요한 면이다. 메타포(Metaphor)는 '개념의 매핑'(Mapping of the Concept)이며, 분리된 정신과 육체, 내용들을 연결하는 게임 역시 개념의 매핑으로 메타포가 된다. 게임의 메타포적 특성은 몰입(Immersive)과 연결되며 게임 기술의 발달로 개념의 매핑은 '개념의 몰핑'(Morphing of the Concept)으로 나아간다. 게임과 서사 사이의 갈등 또한 철학화 하는 게임의 까다로움을 드러내는 것이다. 게임학(Ludology)과 서사학(Narratology)의 이론적 논쟁에도 불구하고, 게임의 서사와 문학의 서사 사이에는 분명한 존재론적 차이가 있다. 우리는 게임에서 단지 사물이 움직이는 것을 보는 것이 아니라, 우리는 '우리 자체가(우리 스스로가) 움직이기 때문에 움직이는 것들을 보는 것'이기 때문이다. 그러므로 게임의 앵글(보는 방식)은 의미와 행위자가 아니라 '사용과 사용자(Use and User)'로 이동되어야 하며, 이때 서사는 '규칙의 해석(Interpretation)' 과정에서 생기는 잉여물(Surplus)이 된다. 게임은 수적으로 재현되며, 수적 재현을 통해 만들어지는 생산물(Product)은 서사가 아니라 알고리즘(Algorithm)이라는 숨은 규칙을 지닌 데이터베이스(Database)이다.

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A study on the optimal design of automobile suspension system (자동차 懸架裝置의 최적설계에 관한 연구)

  • Kim, Ho-Ryong;Choi, Sub
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.11 no.3
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    • pp.437-443
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    • 1987
  • An optimal design to improve the ride quality was performed with the time and frequency domain analysis based on both of deterministic and random road profiles. The objective function is established to minimize the absorbed power while the constraints are taken so as to satisfy the condition for the stability of vehicle. The result of the optimal design shows that the rms for the acceleration of a driver and his seat is within the critical values for the ride quality from ISO. The optimal values obtained show that the maximum absolute acceleration of the driver and his seat has significantly been reduced and the reference limits on the relative displacement have satisfied their feasibility. As the optimal value according to a specific speed is the results from the optimization process, a global optimum value should be determined to be the one which gives th minimum values of total sum of absorbed power with respect to various speed.

Shear Strength Evaluation of Composite Colluvial Soil (토질구성이 다양한 붕적층의 합리적인 전단강도 평가방법)

  • Lee, Kang-Il;Kang, Jun-Ho;Kim, Tae-Hoon
    • Journal of the Korean Geosynthetics Society
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    • v.8 no.3
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    • pp.25-34
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    • 2009
  • Determination of design parameters of composite ground including colluvial soil layer is far difficult because the maximum particle size of such a soil is remarkably large and particle distribution may vary from area to area. The stress-strain behavior of colluvial soils is in fact dependent upon the engineering characteristics at the boundary between coarse and fine materials. However, strength parameters are in general determined based on the characteristics of fine material, which causes an underestimation of such parameters. In this study, strength parameters of colluvial soil are evaluated by means of BIMROCK model curve. In addition, limit equilibrium analysis is carried out to verify the rational shear strength evaluation.

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