• Title/Summary/Keyword: 불투기

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, Narrative of Jealousy and Unjealousy (<화문록>, 투기(妬忌) 불투기(不妬忌)의 서사)

  • Kang, Moon Jong
    • (The)Study of the Eastern Classic
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    • no.66
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    • pp.163-191
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    • 2017
  • In the Book 1 starting with the narrative, metaphor, prediction, implication and paradox shows the relationship and its significance of Lee Hye-ran and Ho Hong-mae. Especially, these techniques show the key and topic of this work of 'jealousy' and its conflicting 'unjealousy' being materialized and its background are being provided, and they play narrative roles of showing in advance the numerous incidents that occur within the relationship between the main characters. Especially, jealousy and unjealousy are shown through the two main female characters: the unjealousy is connected to with Lee Hye-ran to show the extreme womanhood to lead the narrative. Meanwhile, the jealousy that occurs from the affection and obsession towards one person, it disables Ho Hong-mae from having rational judgment, and maleficence from the jealousy cannot be stopped. Eventually, in the process of finishing the narrative, the jealousy is regarded as the issue of the family, and the cause of the jealousy is emphasized the man not being faithful to the family. Therefore, the solutions to the issues occurred from the jealousy are shown explicitly that it is in the proper management of the family by the man. Therefore, the narrative of is progressed while jealousy and unjealousy conflict, and in the process of repenting the character that shows the perfect womanhood realized in the fiction world and the most radical jealousy through such womanhood, this novel can be regarded as showing the ethical lesson.

SPECIAL REPORT IV-현 정부의 부동산 시장 대응책 진단

  • 김소진
    • 주택과사람들
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    • s.222
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    • pp.42-43
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    • 2008
  • 경제 불황에는 어김없이 건설업 규제 완화와 지원 정책이 쏟아져 나온다. 이에 따라 건설업 및 산업별로 급한 불을 끌 순 있겠지만, 투기 바람이 다시 일어나고 서민들의 주거 안정과 생활 수준은 더욱 팍팍해진다. 서민들의 주거 안정과 경기 회복을 위한 진정한 해답은 무엇일까. 과거 경제 불황과 활황기를 주기적으로 반복할 때마다 정부의 대응책과 그 결과를 면밀히 살펴 교휸으로 삼아야 할 것이다.

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Implementation of Infinite Boundary Condition Considering Superposed Theory on SVE Remediation System (토양증기추출복원 시스템에서 중첩이론을 고려한 무한 경계조건 실행)

  • Park, Jeong-Jun
    • Journal of the Korean Geosynthetics Society
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    • v.6 no.3
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    • pp.9-16
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    • 2007
  • Soil vapor extraction (SVE) is an effective and cost efficient method of removing volatile organic compounds (VOCs) and petroleum hydrocarbons from unsaturated soils. Incorporating PVDs in an SVE system can extend the effectiveness of SVE to lower permeability soils by shortening the air flow-paths and ultimately expediting contaminant removal. With this approach, the real bounded system is replaced for the purposes of analysis by an imaginary system of infinite areal extent. The boundary conditions for the contaminant remediation model test include constant head and no flow condition. Due to these parallel boundaries conditions, image wells should be developed in order to maintain the condition of no flow across the impermeable boundary. It is also assumed that the flow is drawdown along the constant head boundary condition. The factors contributing to the difference between the theoretical and measured pressure heads were also analyzed. The flow factor increases as the flow rate is increased. The flow rate is the most important factor that affects the difference between the measured and theoretical pressure heads.

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Development and Applicability of Discharge Capacity Testing Apparatus Using Penetration Method (관입식 복합 통수능 시험기의 개발과 적용성)

  • Yoo, Nam Jae;Kim, Dong Gun;Park, Byung Soo;Jun, Sang Hyun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.28 no.5C
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    • pp.313-320
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    • 2008
  • The discharge capacity testing apparatus using penetration method, being able to simulate in laboratory the condition of embedding plastic board drains in field, was developed to investigate consolidation characteristics of ground and to figure out discharge capacity of drains. The developed apparatus with a mandrel and penetrating device was designed to insert PBD into the ground prepared by previously applied pressure, being different from the conventional testing method that the drain was installed and the ground material was poured subsequently. Discharge capacity tests with the conventional apparatus as well as the newly developed one were performed to assess the applicability of the latter. As a result of tests, the conventional method showed delayed consolidation due to overall disturbance of ground and local deformation of drain caused by inhomogeneity of ground. Therefore discharge capacity of drain with the conventional apparatus was measured more or less larger than the expected values whereas discharge capacity with new one could be measured similar to the actual value in field.