• 자원환경지질
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• 제42권3호
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• pp.235-246
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• 2009

서천지역 금강하구둑 부근의 길산천 소유역에서 전기전도도 12,000${\sim}$21,000 $\mu$S/cm 의 고(高)염분 지하수가 산출된다. 이러한 고염분 지하수 대수층은 심도를 달리하는 2개 모래질 퇴적층과 1개 풍화대 및 부정합면으로 구성되어 었으며, 대수층 상호간에는 수리지질 및 수리지화학적으로 단절된 양상을 보인다. 연구지역에서 산출되는 고염분 지하수의 기원에 대하여 고찰해 보기 위해, 대수층의 산출 특성, 지하수의 수질 특성, 지하수위 및 전기전도도의 시계열 관측과 주기 분석이 검토되었다. 국내 서 남해안지역에서 해수의 영향을 받은 지하수 수질은 주로 현재 진행중인 해수침투 개념에 의해 설명되는 경향이었다. 하지만 이번 연구결과 길산천 소유역 하류지역에서 보이는 고(高)염분 지하수의 수질 및 산출 특성은 해수침투라는 역동적인 메카니즘에 의한 것이 아니라, 과거 지질시대의 조간대 퇴적물내 혹은 매립지내에 포켓상으로 고립 포획된 고(古)염분 성분에 의한 것으로 해석되었다.

• 한국터널지하공간학회 논문집
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• 제13권6호
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• pp.463-499
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• 2011

지중에 건설되는 터널은 대부분 지하수위 하부에 위치하므로 지하수 처리문제는 터널의 장기운영에 있어 매우 중요하다. 배수형 터널의 경우 수리기능이 원활하면 라이닝에 수압이 작용하지 않으나 장기 운영으로 인해 배수시스템의 열화가 진행되면서 라이닝 배면에 잔류수압이 작용할 수 있다. 본 연구에서는 배수재 및 배수공 폐색 조건에 따른 터널에 작용하는 수압분포를 ICFEP프로그램을 활용하여 수치해석적으로 고찰하고 현재 적용중인 잔류수압과의 비교 분석을 통해 라이닝에 작용하는 합리적인 잔류수압 적용 방안을 검토하였다.

• 대한전기학회논문지:전력기술부문A
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• 제48권10호
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• pp.1251-1258
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• 1999

The water level control of a steam generator in the unclear power plant is an important process. Most of the water level controllers of the actual plant are PID controllers. But they have limitations in appling for tracking the set point and getting rid of disturbances, so there are some defects to apply in the actual ground even though many research works represented the resolutions to solve it. In this paper, it is suggested that the established simple PID controller in low power has the ability to remove disturbances and trace the set-point, and then possesses the real-time self-tuning function according to the variety of moving peculiarity of a plant. This function realized by making use of fuzzy logic. PID parameters are formulated by a variable ${\alpha}$ and made it fluctuate by a fuzzy inference according to level error and level error change. This mechanism makes application of actual plant effective as well as taking advantage of improving the efficiency of water level controller by way of adding the function of self-tuning instead of replacing PID controller. The computer simulation of this scheme shows the improved performance compare to conventional PID controller.

• 한국토양환경학회지
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• 제3권3호
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• pp.33-44
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• 1998

임천광산의 광미와 주변 밭과 논의 토양, 하상퇴적물 및 지하수에서의 중금속과 시안의 오염도에 대해 조사하였다. 광미 중의 As, Cd, Cu, Hg, Pb, Zn및 CN￣의 평균농도는 각각 366, 28.8, 202, 15.2, 1.97$\times$1$10^3$, 3.85$\times$$10^3$, 90.6mg/kg이었고 Kloke가 제안한 허용기준치를 이용한 오염지수는 8~19이었으며 pH는 산성이었다. 토양오염공정시험법에 의한 중금속 농도는 광미와 인접한 일부 토양만을 제외하고는 토양환경보전법의 농경지 우려기준이하였다. 광산 인근 주민들이 식수로 이용하는 일부 지하수에서 보건복지부의 음용수 수질기준을 훨씬 넘는 질산이온이 검출되었다.

• International Journal of Contents
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• 제14권3호
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• pp.53-60
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• 2018

Based on the previous studies on sinkholes and ground subsidence conducted until date, the factors affecting the occurrence of sinkholes can be divided into natural environmental factors and human environmental factors in accordance with the purpose of the study. Furthermore, to be more specific, the human environment can be classified into the artificial type and the social type. In this study, the assessment indices for assessing risks of sinkholes and ground subsidence were developed by performing AHP analysis based on the results of the study by Lee et al. (2016), who selected the risk factors for the occurrence of sinkholes by performing Delphi analysis targeting relevant experts. Analysis showed that the artificial environmental factors were of significance in affecting the occurrence of sinkholes. Explicitly, the underground factors were found to be of importance in the natural environment, and among them, the level of underground water turned out to be an imperative influencing factor. In the artificial environment, the underground and subterranean structures exhibited similar importance, and in the underground structures, the excessive use of the underground space was found to be an important influencing factor. In the subterranean ones, the level of water leakage and the erosion of the water supply and sewage piping system were the influential factors, and in the surface, compaction failure was observed as an imperative factor. In the social environment, the regional development, and above all, the groundwater overuse were found to be important factors. In the managemental and institutional environment, the improper construction management proved to be the most important influencing factor.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.581-590
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• 2008

A SWP method is a revolutionary dewatering method. The conventional dewatering method, deep-well method, had ever occurred a civil appeal caused by the well depletion in compliance with the reduction of the groundwater level over a wider area considerably by the deep-well pumping from homogeneous sand-layer ground for a dry-work, while pump groung excavation working in Sendai city, Japan 10 years ago. it'd developed with the problematic proposal to find the new method which can lower the groundwater level only within the sheet pile without any reduction of groundwater outside of the sheet pile and until currently steady improvement came. It's been confirmed with plenty of executional results that there was almost no decreasing of water-level from surroundings, over so many construction-sites including vertical shafts which completely does not enter into non-water permeable layer and pumping ground etc. The SWP method in this time has been introducing initially and carried into a the execution tentatively at a construction-site and made a various result get through the execution.

• 지구물리와물리탐사
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• 제19권3호
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• pp.153-163
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• 2016

지반 굴착에 따른 지하수위 저하로 인해 발생되는 지반함몰 문제는 지하수 흐름에 대한 이해를 바탕으로 한 해석적인 접근이 필요하다. 이 연구에서는 실내 토질시험 결과를 이용하여 유전상수와 체적함수비 상관식에 대한 여러 경험식의 적합성을 비교 검토하였으며, 수치연산을 통해 GPR 탐사를 이용한 유전상수 추정방법에 대해 검토하였다. 사질토 지반에 대해 굴착에 따른 침투해석과 응력-변형률 해석을 실시하였으며, 기존 실내실험 연구결과와 비교한 결과, 불포화토에 대한 침투압을 고려한 응력해석 결과에서 불포화지반의 모관흡입력 값을 유사하게 예측하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.248-259
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• 2010

In the case of relatively good ground and construction condition in the deep excavation for the construction of subway, railway, building etc., flexible earth retaining systems are often used in an economical point of view. It is generally known that the mechanism of behavior in the flexible earth retaining system is relatively more complicated than the rigid earth retaining system. Moreover in the case of long span strut supporting system the analysis of strut axial force change becomes more difficult when the differences of ground condition and excavation work progress on both sides of excavation section are added. When deeper excavation than the specification or installation delay of supporting system is done or change of ground condition is faced due to the construction conditions during construction process, lots of axial force can be induced in some struts and that can threaten the safety of construction. This paper introduces one example of long span deep excavation where struts and rock bolts were used as a supporting system with flexible wall structure. The characteristics of ground deformation and strut axial force change, the measured data obtained during construction process, were analysed, the effects of relatively deeper excavation than the specification on one excavation side and rapid drawdown of ground water level on the other excavation side were deeply investigated from the viewpoint of mutual influences between ground deformations of both excavation sides and strut axial force changes. The effort of this article aims to improve and develop the technique of design and construction in the coming projects having similar ground condition and supporting method.

• 한국조경학회지
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• 제26권3호
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• pp.297-311
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• 1998

Landscaping on artificial ground is currently served as a means to imposing a greenery benefit on high-density and high-rise apartment sites. It functions as a sub-hierarchy in apartment planning such as ornamental element from the past. Major parking space tends to be allocated on the basement area in response to the required parking regulation. Therefore, competitive relatioinship between the parking and greenery space I limited outdoor of apartments leads to the development planning strategy and technology of artificial ground. This study aims at evaluating landscape planning on artificial ground of apartment complex through several approaches such as site survey, plan drawing analysis, and interview with related field experts. 15 survey apartment sites including Bundang Model, Shindaebang-dong, Pyoungchon Hyundai Apartments have been selected for conducting the research. Main results of this study are summarized below : First, scattering allocation of artificial ground between apartment building units is a dominant plan layout type among the survey sites. Even though unifying allocation type has an advantage to maximize underground parking space, it has a difficulty in maintaining proper soil ground base for nurturing plants. Therefore, underground parking space should be planned by unifying allocation type placed separately from apartment units. This plan type can provide a balanced planting between soil and artificial ground on surface level. Second, It is strongly recommended to integrate the whole planting base which involves architectural structure, drainage, and water proofing above the planting design. When considering that process as a professional subject dealing with natural material such as trees and shrubs, those tasks should be directed by landscape architectural divison and landscape architect. And planting area for artificial ground has to be specified in initial phase of architectural design. This step provides an opportunity to make a proper decision on structural load, drainage, and water proof design as an integrated part of the management.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.1134-1139
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• 2005

Seismic motion amplification owing to the input motion level at bedrock is one of the important topics to understand various geomaterials behavior. The extremely valuable borehole records at Port Island were obtained during the 1995 Hyogoken Nanbu Earthquake and also before and after the main event. In this study, the seismic motion amplification at the soft reclaimed ground was discussed. Comparison of measured records with numerical simulation results were made with focus on seismic motion amplification characteristics at the soft reclaimed ground.