• 제목/요약/키워드: traditional settlement

검색결과 148건 처리시간 0.03초

The use of neural networks for the prediction of the settlement of pad footings on cohesionless soils based on standard penetration test

  • Erzin, Yusuf;Gul, T. Oktay
    • Geomechanics and Engineering
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    • 제5권6호
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    • pp.541-564
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    • 2013
  • In this study, artificial neural networks (ANNs) were used to predict the settlement of pad footings on cohesionless soils based on standard penetration test. To achieve this, a computer programme was developed to calculate the settlement of pad footings from five traditional methods. The footing geometry (length and width), the footing embedment depth, $D_f$, the bulk unit weight, ${\gamma}$, of the cohesionless soil, the footing applied pressure, Q, and corrected standard penetration test, $N_{cor}$, varied during the settlement analyses and the settlement value of each footing was calculated for each method. Then, an ANN model was developed for each traditional method to predict the settlement by using the results of the analyses. The settlement values predicted from the ANN model were compared with the settlement values calculated from the traditional method for each method. The predicted values were found to be quite close to the calculated values. It has been demonstrated that the ANN models developed can be used as an accurate and quick tool at the preliminary designing stage of pad footings on cohesionless soils without a need to perform any manual work such as using tables or charts. Sensitivity analyses were also performed to examine the relative importance of the factors affecting settlement prediction. According to the analyses, for each traditional method, $N_{cor}$ is found to be the most important parameter while ${\gamma}$ is found to be the least important parameter.

나주 읍성안 전통주거지의 형성에 관한 연구 (A Study on the Formation of Traditional Settlement In NaJu Castle Areas)

  • 김병진;손승광
    • 한국주거학회:학술대회논문집
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    • 한국주거학회 2005년도 추계학술대회 논문집
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    • pp.205-209
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    • 2005
  • A traditional settlement, in a long history establishment, is appeared to be configured of the people and their life in the areas. This is, a positive aspects, compared to most of the city in these day which is monotonous aspects. The purpose of this research deals what is the formation process and spatial character in urban settlement of Naju city, and how to applicate in a modern city context. For the research goals, it analyse an old Naju Castle area, transformation of the land use through the cadastral survey, and spatial character through step by step in chronical approach. The process of change can be seen in the devide pattern in a lot, formation and extension of a private road, and formation and change of the road; This shows how to changes traditional settlement in a old urban areas of Naju city. A now road system in old area, as a conflict, push the change of the spatial organization, and the balance of the identity of a traditional settlement and a new change as a convenient needs, it is a key point to get ideal settlement.

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재하판의 크기에 따른 지지력 및 침하특성 (Characteristics of Bearing Capacity and Settlement According to the Difference of Loading Plate Sizes)

  • 정형식;김도열
    • 한국지반공학회논문집
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    • 제18권4호
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    • pp.179-188
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    • 2002
  • 평판재하시험으로 부터 실제 기초지반의 지지력 및 침하량을 산정할 때, 재하판과 실제기초의 크기가 상이하므로 인해 일어나는 영향, 즉 Scale effect가 고려되어야 한다. 본 논문에서는 재하폭에 따른 지지력 및 침하량의 변화특성을 분석하기 위해 5종류의 모형기초지반을 형성하고, 크기가 각각 l0cm, 15cm, 20cm, 25cm인 4가지 크기의 정사각형 평판으로 재하시험을 실시하여 재하폭에 따른 지지력 및 침하 특성을 분석하였다. 재하시험을 실시하여 분석한 결과, 순수모래 지반에서는 재하폭이 커지면 극한지지력은 증가하였으나 Scale effect에 관한 기존의 식과 같이 비례적으로 증가하지는 않았고, 순수점토 지반에서도 재하폭이 커지면 극한지지력은 약간 증가하여 재하폭에 무관하지 않은 것으로 나타났다. 또한 재하폭과 침하량의 관계를 보면 순수모래 지반은 재하폭이 커지면 침하량은 증가하였으나 Terzaghi and Peck(1967)의 실험식에 의한 값만큼 증가하지는 않았으며, 순수점토 지반에서도 재하폭이 커지면 침하량은 증가하였으나 Scale effect에 관한 기존의 식과 같이 비례적으로 증가하지는 않았다.

무역결제 분야 연구의 메타분석과 전망 (Meta Analysis on the Trade Settlement Study and Research Outlook)

  • 여희정
    • 무역학회지
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    • 제46권2호
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    • pp.371-387
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    • 2021
  • This paper analyzed 110 papers related to the field of trade settlement published in the Korea Trade Review for 40 years from 1980 to 2019. This study tried to provide an insight on research topics and to suggest future research directions. The papers were analyzed according to the detailed topics of trade settlement. Research trends were identified every ten years by investigating the most frequently used titles and keywords. The analysis found that the direction of the research changed in line with the changes in trade settlement practices. Future research lies in the field of electronicization of traditional settlement methods, search for alternative settlement methods, individual international microtransaction and trade fraud.

침하량과 압축량을 고려한 말뚝의 설계법 개발을 위한 연구 (A Study for the Development of Pile Design Method Considering Settlement and Compression)

  • 임종석;하혁;정상균
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.1287-1294
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    • 2006
  • A pile is compressed with settlements when loading and bearing capacity is altered along relative displacement of pile/soil on settlement and compression. Settlements of pile displaying limit skin friction is different from displaying tip resistance. Therefore, it is an error in traditional method that bearing capacity of pile is estimated from the sum of limit skin fraction and tip resistance. Accordingly, development of design method considering behavior of load-settlement is needed. In this study, we would like to establish the base for development of design method considering bearing capacity altering along displacement on settlement and compression. For this, we established system and substance of design method. And in order to establish relationship of load-settlement of pile on the type of soil, we analyzed and arranged existing database and pile loading test. On design method, settlement is assumed gradually on each capacity level being assumed gradually. Bearing capacity developing on the pile is obtained on each settlement level. Until the obtained bearing capacity will be equal to assumed capacity, this process is continued with increasing settlement. Load-settlement curve for soil classification is sketched in the process computing settlement on assumed capacity. This design method will be materialized by computation program.

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홀센서 기반의 연약지반 자동 지반침하 계측시스템 개발 (Development of Automated Monitoring System for Soft Ground Settlement Based on Hole Senor)

  • 전제성;이근호;윤동구
    • 한국지반공학회논문집
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    • 제28권6호
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    • pp.39-52
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    • 2012
  • 연약지반 계측에 있어, 원거리 측량에 의한 지표침하 측정 및 수동 방식의 층별침하 측정 방식을 탈피하고 기존 자동 침하 계측기술의 한계를 극복하고자, 디지털 홀센서를 이용한 자력감지 시스템 및 원위치 지반침하 자동 계측시스템을 개발하였다. 본 연구를 통한 개발 시스템은 지표침하와 다수 층별침하를 NX 규격의 단일 시추공내에서 동시에 측정할 수 있다. 개발 시스템의 실제 연약지반 개량현장 적용 및 기존 수동계측 결과와의 비교, 분석을 통해 그 기술검증 및 안정성을 확인할 수 있었다.

광대역통신망의 상호 정산 기법 연구 (A study of interconnection cost settlement for Broadband network)

  • 정병호;임화영
    • 한국통신학회논문지
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    • 제30권5B호
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    • pp.324-329
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    • 2005
  • 전화망의 설비 제공에 따른 상호 정산 방식은 원가를 기반으로 하여 체계적이고 합리적으로 정착되어 있다. 기술의 발전으로 통신서비스는 음성과 데이터, 유선과 무선, 통신과 방송 등 다양한 산업 분야간을 결합하여 제공되고 있다. 따라서 광대역 통합 네트워크에서는 새로운 정산 방식이 필요하다. 본 고에서는 광대역 통신망에서 사업자간 상호 정산의 방법으로, 접속 대역속도와 전송거리 요소를 이용하여 접속 원가를 산정하는 방법을 제시하였다. 또한 광대역통합망의 계층별로 설비비용 가중치를 반영하여 다양한 서비스들에 대한 정산을 쉽게 하였다. 광대역통합망의 정산 모형으로서, 사업자간에 상호 접속 및 정산을 접속대역 속도계수와 이용거리계수로 표본화하여 효과적으로 반영하고자 하였다.

능선환경으로 본 천안 백석동 청동기시대 취락의 최적 입지환경 - 지형분석과 GIS분석을 이용한 주거지 입지 특성에 주목하여 - (The Optimal Locational Environment of the Bronze Age Settlement in Cheonan Baekseok-dong through the Ridge Environment's Perspective - Focusing on the Locational Characteristics of Residential Areas Based on Geographical Analysis and GIS Analysis -)

  • 박지훈;이애진
    • 한국지형학회지
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    • 제25권4호
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    • pp.103-116
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    • 2018
  • The purposes of this research are as follows: First, to reconstruct the optimal locational environment of the Bronze Age settlement in Cheonan Baekseok-dong (hereinafter referred to as the study settlement). Second, to identify the priority ranking of the topographical factors that influenced the Bronze Age people when selecting their the settlement location. For these reasons, the topographical factors of the 200 Bronze Age dwellings (hereinafter referred to as dwellings) confirmed in the survey area were analyzed through the ridge's environmental perspective. The results are asfollows: First, the optimal ridge environment of the Bronze Age settlement is largely a sub-ridge in N-S direction (for example, NNW-SSE, N-S, NNESSW), especially at the top (Crest slope, Crest flat) of the south-facing aspect of the ridge. Second, when the Bronze Age dwellers selected a residential location, they carefully considered topographical factors in the following order: (1) the slope direction of the ridge surface, (2) the micro-landform of the ridge, (3) the ridge scale, (4) the ridge direction, and (5) the surface relief. The results of this study could be used as basic data in related fields such as archaeology, quaternary research, and traditional architecture and so on.

정주형 역사경관 보전에 대한 주민과 방문객의 인식 연구 - 산청 남사마을과 함양 개평마을을 대상으로 - (A Study on Perception of Conservation of Settlement Historical Landscape - Focused on the village in Sancheong and Hamyang -)

  • 정연승;강석진;고영훈;김석철
    • 한국농촌건축학회논문집
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    • 제18권4호
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    • pp.25-32
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    • 2016
  • Historical and cultural heritage provides a clue to reflect on the life of the era. Views of traditional village are the thing which can show us the life style and value of our ancestors and must be conserved as the values and traditional culture. Traditional village that has the historical value and descended to this day by adapting to environmental and social changes with the strong continuity is a part of the value of the residents' life and should be conserved with the physical environment, community and quality of the inhabitants' life. Therefore, this study is to analysis the difference of perception and the cause regarding conservation of the historical landscape and how the landscape influences on the residents and visitors. Based on those things, this study is to ultimately introspect importance of the residents' participation and meaning of the difference of perception about conservation of the historical landscape.

Bottom-ash를 적용한 고유동충전재의 최적배합검토 (Investigation of the Optimum Mixture of Flowable-Fill Applied Bottom-ash)

  • 김성수;원종필;김동현;김종필;이용수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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    • pp.369-372
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    • 2000
  • This investigation aims at the optimum mixing of flexible flowable-fill made of Bottom-ash as an industrial waste. Flowable-fill refer to self-compacted, cementitious material used primarily as a backfill in lieu of compacted fill. The two primary advantages of flowable fill over traditional methods are its ease of placement and the elimination of settlement. Therefore, in difficult compaction areas or areas where settlement is a concern, flowable fill should be considered. This study compares Bottom-ash with fine aggregate in physical character. The mixing design indicates a various mixing-rate.

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