• 제목/요약/키워드: site conditions

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지중환경 관리를 위한 부지개념모델 구축 및 개선 (Development and Enhancement of Conceptual Site Model for Subsurface Environment Management)

  • 배민서;김주희;이순재;권만재;조호영
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제27권spc호
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    • pp.1-18
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    • 2022
  • A conceptual site model is used to support decision-making of response strategy development, determination, and implementation within a risk-based contaminated site management system. It aims to provide base information of the relevant site characteristics and surface/subsurface conditions in order to understand the contaminants of concern and the associated risk they pose to the receptors. This study delineated the technical details of conceptual site model development, and discussed the possibility of applying it in domestic subsurface contamination management. Conceptual site models can be developed in various formats such as tables, diagrams, flowcharts, and figures. Contaminated sites are managed for a long period of time following the steps of investigation, remediation design, remediation, verification, and post-remedation management. The conceptual site model can be enhanced in each stage of the contaminated site management based on the continuously updated information on the site's subsurface environment. In the process of enhancement for conceptual site model, precision is gradually improved, and it can evolve from a conceptual and qualitative form to a more quantitatvive and three-dimensional model. In soil pollution management, it is desirable to incorporate the conceptual site model into the soil scrutiny system to better assess the current status of the contaminated site and support follow-up investigation and management.

내진설계기준의 지반분류체계 및 설계응답스펙트럼 개선을 위한 연구 - (III) 검증 (Site Classification and Design Response Spectra for Seismic Code Provisions - (III) Verification)

  • 조형익;;김동수
    • 한국지진공학회논문집
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    • 제20권4호
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    • pp.257-268
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    • 2016
  • In the companion papers (I, II), site-specific response analyses were performed at more than 300 domestic sites and a new site classification system and design response spectra (DRS) were proposed using the results of the site-specific response analyses. In this paper, the proposed site classification system and the design response spectra are compared with those in other seismic codes and verified by different methods. Firstly, the design response spectra are compared with the design response spectra in Eurocode 8, KBC 2016 and MOCT 1997 to estimate quantitative differences and general trends. Secondly, site-specific response analyses are carried out using $V_S$-profiles obtained using field seismic tests and the results are compared with the proposed DRS in order to reduce the uncertainty in using the SPT-N value in site-specific response analyses in the companion paper (I). In addition, site coefficients from real earthquake records measured in Korean peninsula are used to compare with the proposed site coefficients. Finally, dynamic centrifuge tests are also performed to simulate the representative Korean site conditions, such as shallow depth to bedrock and short-period amplification characteristics. The overall results showed that the proposed site classification system and design response spectra reasonably represented the site amplification characteristic of shallow bedrock condition in Korea.

토양의 물리화학적 성질에 의한 소나무림 임지생산력 추정 (Estimation of Site Productivity of Pinus densiflora by the Soil Physico-chemical Properties)

  • 박남창;이광수;정수영
    • 한국토양비료학회지
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    • 제42권3호
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    • pp.160-166
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    • 2009
  • We estimated site productivity for unstocked land based on the relationship between site index (i.e., average height of dominant trees at fixed age) and soil physico-chemical properties of Pinus densiflora stands. Site index relates to a direct method of determining a tree's response to a specific environment such as forest soil and climate conditions. We selected 78 sites in 22 P. densiflora stands of central temperate forest zone, and sampled soils for physicochemical analyzing. And 13 properties of soils were statistically treated by stepwise regression. In the degree of contribution of the variables to site index, the highly effective variables in A horizon were OM, clay content, sand content, available $P_2O_5$, and Exch. $Ca^{{+}{+}}$ inorder, and in B horizon T.N., O.M., Soil pH, cation exchange capacity(C.E.C.), and sand content in order. In both A and B horizon of the soil for P. densiflora stands, the variables commonly contributed to the site index were sand content and OM. These results may be useful to provide not only important criteria for establishment of Pinus densiflora stand sespecially in unstocked land but also aguidance for reforestation.

부지 고유의 지반 거동평가 (Evaluation of Site Specific Ground Response)

  • 김동수;이진선;윤종구
    • 한국지진공학회논문집
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    • 제3권4호
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    • pp.1-10
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    • 1999
  • 지진 시 지반의 자유장 운동은 국지적 지반조건에 의하여 크게 영향을 받으며 내진설계에 앞서 지반조건을 고려한 부지응답특성평가를 수행하여야 한다. 본 논문은 부지고유의 지반거동 평가를 위하여 필요한 절차를 국내 내진기준과 외국의 기술현황 조사를 바탕으로 제안하였다. 부지응답특성 평가의 개요를 설명하고 1차원 등가선형 해석에 필요한 지반자료 획득을 위한 지반조사계획 기반조사기법, 저변형율 및 고변형율 영역에서의 지반의 변형거동특성, 현장 및 실내시험결과를 이용한 부지특성평가방법들을 제안하였다 또한 제안된 절차를 따라 수행된 인천 지역의 부지특성평가방법들을 제안하였다 또한 제안된 절차를 따라 수행된 인천 지역의 부지응답특성평가 예를 포함하였다.

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Numerical and random simulation procedure for preliminary local site characterization and site factor assessing

  • Beneldjouzi, Mohamed;Laouami, Nasser;Slimani, Abdennasser
    • Earthquakes and Structures
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    • 제13권1호
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    • pp.79-87
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    • 2017
  • Seismic analysis of local site conditions is fundamental for a reliable site seismic hazard assessment. It plays a major role in mitigation of seismic damage potential through the prediction of surface ground motion in terms of amplitude, frequency content and duration. Such analysis requires the determination of the transfer function, which is a simple tool for characterizing a soil profile by estimating its vibration frequencies and its amplification potential. In this study, numerical simulations are carried out and are then combined with a statistical study to allow the characterization of design sites classified by the Algerian Building Seismic Code (RPA99, ver 2003), by average transfer functions. The mean transfer functions are thereafter used to compute RPA99 average site factors. In this regard, coming up seismic fields are simulated based on Power Spectral Density Functions (PSDF) defined at the rock basement. Results are also used to compute average site factor where, actual and synthetic time histories are introduced. In absence of measurement data, it is found that the proposed approach can be used for a better soil characterization.

미니멀 아트의 장소특정성의 한계 : 도널드 저드의 작품을 중심으로 (Limitations of Site-Specificity in Minimal Art: Focusing on Donald Judd's works)

  • 박미예
    • 대한건축학회논문집:계획계
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    • 제35권2호
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    • pp.93-104
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    • 2019
  • Minimal art, which began to flourish in the mid-1960s, explores perceptual situations caused by the involvement of objects in given site contexts. This has led to the mentions of minimal art as a site-specific art, but its limitations have also been pointed out. This study specifically addresses the limitations of minimal art as a site-specific art with two perceptual points of view. First, according to Michael Fried, situations described as 'now here' focus largely on the bodily experiences of a place. However, they do not rooted in specific time and space of a certain place. Second, the unique characteristics of a certain place are excluded from the perception of the body which occupies the passage of time. Self-sufficient algorithm, which is far from site-specific conditions, is the autonomous system creating the period in the way of arrangement of objects. In addition, Minimal art regards a body only as the objectivity excluding the subjectivity which is essential creating meaning in a place. In the latter part of the article, these features are dealt with through Donald Judd's works. This study on site-specificity also provides a new perspective on the discussion of Minimal architecture and Minimal landscape.

시추공 정보의 클러스터링 기법을 이용한 지반분석시스템의 개발 (Development of a Subsurface Exploration Analysis System Using a Clustering Technique on Bore-Hole Information)

  • 이규병;김유성;조우석;김영진
    • Spatial Information Research
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    • 제8권2호
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    • pp.301-315
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    • 2000
  • 지반조사 자료는 구조물을 시공하거나 설계하기 위해 필요한 기본자료이며 지층의 구성, 토질의 종류 등 기반을 구별하는 정보를 포함한다. 매년 대량으로 발생하는 지반조사 자료들은 현장의 특성을 정확하게 반영하기 때문에 지반조사 자료를 이용하여 지반을 분석한다면, 기존의 지질도나 토양도보다 뛰어난 결과를 얻을 수 있다. 따라서 비균질하고 비정형화된 지반의 특성을 고려하여 서로구별하는 특징을 추출하고, 현장의 특성을 정확하게 반영하는 지반분석 시스템이 필요하다. 본 논문은 지반조사 정보 시스템이 관리하고 있는 시추공의 지층구성 정보와 위치 근접성을 바탕으로 시추공을 클러스터링하여 지반의 구성을 분석하는 지반분석시스템의 설계 및 구현에 대해 전반적으로 기술하였다. 개발된 지반분석시스템은 지반조사 데이터베이스의 시추공 정보를 이용하여 지반이 가지고 있는 특성 정보를 추출하고, 이를 이용하여 유사한 특성 및 위치 근접성을 갖는 시추공의 집합으로 클로스터링하여 사용자에게 정확한 지반구성 정보를 제공하는 시스템이다. 또한, 수치지도의 사용으로 지리적 위치와 지역·지형에 대한 지반구조의 특성조사를 가능하게 하며, 지반조사를 필요로 하는 지역에 대한 지반의 유추가 가능하여 경제적 효과를 볼 수 있다. 따라서, 지반조사 데이터로부터 다양한 종류의 정보를 얻을 수 있으며 지질도나 토양도보다 정확한 지반특성을 제공할 수 있다.

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