• 제목/요약/키워드: layered road

검색결과 35건 처리시간 0.02초

Behavior analysis of aerial tunnel maintenance truss platform with high tensile steel UL-700

  • Lee, Dongkyu
    • Steel and Composite Structures
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    • 제24권4호
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    • pp.513-521
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    • 2017
  • The goal of this study is to investigate structural analysis and behaviors of an innovative aerial work platform truss frame whose ductility is improved by using high strength-steel UL-700. The present space truss frame can move or stop through tunnels for maintenance constructions by automatic facilities and workmanship within standardized limited building lines of tunnel. Most of all, this method overcomes problematic, which is to block cars during construction periods, seriously, of typical methods like as using truck and scaffolds for tunnel maintenance. According to evaluated appropriate design results of space truss frames of numerical examples by using a commercial MIDAS GEN program, it is verified that design parameters such as layered size, cross-sectional size, and steel material of the present space truss frame are determined to depend on characteristics such as lanes or shape of road tunnels.

다층탄성해석과 유한요소법을 사용한 골재기층의 거동분석 (Analysis of Aggregate Base Behavior Using Layered Elastic and Finite Element Methods)

  • 김성희
    • 한국도로학회논문집
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    • 제11권1호
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    • pp.195-201
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    • 2009
  • 이 논문에서는 다층탄성해석과 유한요소법을 사용하여 도로설계를 위한 도로내 주요 변형률을 계산하여 유사한 결과치를 양산하는 경우를 비교 분석하였다. 비록 유한요소법이 보다 나은 모델이라는 것이 입증되긴 했지만, 다층탄성해석 프로그램이 간편성으로 인해 여전히 도로설계를 위해 많이 사용되어 지고 있으므로 다층탄성해석 프로그램을 사용한 주요 변형률의 예측이 시급한 실정이다. 이 연구에서는 KENLAYER프로그램을 사용하여, 비선형 이방성 기층거동을 고려한 유한요소법을 사용했을 때 얻어지는 도로내 주요 변형을 예측할 수 있는 분석기법이 소개된다.

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의령 입산마을의 중층적 경관 특성 (A Study on the Over-layered Landscape Characteristics of Ipsan Village, Uiryeong Area)

  • 임의제;소현수;배수현
    • 농촌계획
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    • 제24권1호
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    • pp.113-127
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    • 2018
  • This study comprehends that the landscape of Ipsan Village is the accumulated output of the landscape management and social behavior by the historic personages through the reference research and field surveys. And the study sorted out the over-layered landscape characteristics of Ipsan Village by analyzing the dispersed landscape elements as follows. First, right before the start of Japanese invasions to Korea(1592-98), Tamjin(耽津) An(安) Family moved into Ipsan and started establishing the a single clan village. At a site with mountain background and facing the water(背山臨水), the village used to be a typical farming one with an organically planned road-system and housing area following the traditional order. However, the landscape has changed drastically since the 20th century with the construction of banks, roads and readjustment of arable land etc. Second, the original landscape, which can be figured out through the 'Gosanjaesibyukgyeong(高山齋十六景)' in the 18th century, shows its harmony with natural landscape: mountain & valley, stream & field, traditional trees, etc, cultural landscape: village, well, spring, etc, and momentary landscape: seasons, time, weather phenomena, sound, behavior, etc. Third, based on the second, 16 natural landscape elements: mountain & stream, planting, etc. and 25 cultural landscape elements: housing spaces, self-cultivation & ceremony spaces, community spaces and modern education & enlightenment spaces were selected and interpreted as landscaping meanings. Fourth, the over-layered landscape which stems from the compositive functions and inter-connectivity of landscape elements which consists Ipsan Village is regarded as 'Natural geographical and Fungsu landscape', 'Rural production and livelihood landscape', 'Confucian ceremony and symbolic landscape' and 'Modern education and enlightenment landscape.'

A Multi-layered Prioritization Scheme for Emerging IT Technologies for Constructing a National Technology Road Map

  • Oh, Kyong-Joo;Kim, Nam-Gyu;Kim, Wan-Ki
    • Journal of Information Technology Applications and Management
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    • 제16권3호
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    • pp.29-43
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    • 2009
  • The advancement of emerging technologies can create more national value, and this motivates many nations to invest their resources in the emerging technologies. However, due to limited financial and human resources, even a wealthy nation cannot afford to randomly invest its resource in all profitable technologies. Therefore, cautious appraisal and prioritization of the competitive technologies should be conducted first, and then concentrated investment should be done for only the selected technologies. In this study, we propose a quantitative criterion for prioritizing the targeted electronic device technologies. The prioritization scheme devised in this study consists of a growth layer, a profitability layer, a vitality layer, and an influence layer. The proposed model forecasts the most promising technologies by applying the revised version of the Analytic Hierarchy Process (AHP). We performed empirical experiments on 12 emerging electronic device technologies to analyze the practical applicability of our study. The experimental data was obtained from 70 experts in high-tech industry as a part of the 2004 Prioritization and Selection project that was carried out in South Korea. As a result, the proposed scheme was able to present the most promising areas for investment in the field of electronic device technology.

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도로 램프구간에 대한 파손형태 및 원인에 관한 연구 (Study of Deterioration Phenomenon and Causes in Pavement of Ramp Area)

  • 황성도;문성호
    • 한국도로학회논문집
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    • 제18권1호
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    • pp.85-90
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    • 2016
  • PURPOSES : The objective of this paper is to understand the deterioration phenomenon and causes in the pavement of a ramp area. METHODS : Ramp areas need to be sloped because of the centrifugal force, which depends on the vehicle speed and grade of the ramp area. As a result, vertical and horizontal forces are applied on the pavement surface of the ramp area. Furthermore, the horizontal force depends on the vehicle speed and grade of the ramp area. In order to analyze the pavement structure of a ramp area, a multi-layered elastic analysis program was used to evaluate the weakest link of fatigue cracking deterioration, according to the simultaneously applied vertical and horizontal forces. RESULTS : From case studies related to the bonding conditions between the surface and base layer in a ramp area, it was found that the partially bonded cases resulted in a critical potential of fatigue cracking deterioration, in a comparison of 50%, 70%, and fully bonded cases. CONCLUSIONS : According to the results of the case studies, the pavement structure system should be reinforced by upgrading the material or increasing the thickness compared to the general pavement areas, in order to provide a performance life similar to the mainline pavements in the ramp areas.

반복 교통하중에 의한 도로지반의 장기변형 예측 (Predicting Long-Term Deformation of Road Foundations under Repeated Traffic Loadings)

  • 박성완;안동석
    • 대한토목학회논문집
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    • 제30권5D호
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    • pp.505-512
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    • 2010
  • 교통하중이 작용하는 기초지반의 성능 및 도로하부 지반에서의 변형예측을 위해서는 반복적인 교통하중하에서의 장기변형 예측이 필요하다. 그러나 도로와 철도와 같은 다층시스템에서의 장기변형을 예측하는 것은 쉽지 않은 일이다. 따라서 보다 정량적인 해석을 위해서는 적절한 해석방식, 재료모형, 그리고 재료의 상수들을 통한 역학-경험적인 방식이 필요하다. 따라서 본 연구에서는 반복 교통하중에 의한 응력의존적인 기초 지반재료의 장기변형 거동 파악을 위해 반복 하중의 응력수준과 함수비 조건이 고려된 반복재하 장기변형실험을 실시한 결과를 분석하고 해석에 활용하였다. 여러 응력상태조건에서 기초 지반재료의 장기변형 특성이 반영된 유한요소해석을 실시하였고 장기변형 예측모델의 실내시험규모에서의 적용성을 평가하였다.

경량혼합토의 도로 노상층 재료 사용 가능성 평가 (Evaluation of Lightweight Soil as a Subgrade Material)

  • 박대욱;보베이트하이
    • 한국도로학회논문집
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    • 제15권5호
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    • pp.57-64
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    • 2013
  • PURPOSES : It is to evaluate lightweight soil as a subgrade material based on mechanical tests and calculation of pavement performance. METHODS : In this research, various contents of cement and air foam are used to make lightweight soil using wasted dredged soil. Uniaxial compressive strength test is conducted to evaluate strength of 7 and 28 day cured specimens. Secant modulus was calculated based on the stress and strain relationship of uniaxial compressive strength test. Resilient modulus test was measured using by repeated triaxial compression test. The measured resilient modulus was used in layered elastic program to predict fatigue and rutting life at a given pavement structure. RESULTS : Uniaxial compressive strength increases as cement content increases but decrease as air foam content increases. Resilient modulus also increases as cement content increases and decrease as air foam content decrease. CONCLUSIONS : It is concluded that dredge clay soil can be used as subgrade layer material using by lightweight treated soil method.

Vehicles Auto Collision Detection & Avoidance Protocol

  • Almutairi, Mubarak;Muneer, Kashif;Ur Rehman, Aqeel
    • International Journal of Computer Science & Network Security
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    • 제22권3호
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    • pp.107-112
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    • 2022
  • The automotive industry is motivated to provide more and more amenities to its customers. The industry is taking advantage of artificial intelligence by increasing different sensors and gadgets in vehicles machoism is forward collision warning, at the same time road accidents are also increasing which is another concern to address. So there is an urgent need to provide an A.I based system to avoid such incidents which can be address by using artificial intelligence and global positioning system. Automotive/smart vehicles protection has become a major study of research for customers, government and also automotive industry engineers In this study a two layered novel hypothetical approach is proposed which include in-time vehicle/obstacle detection with auto warning mechanism for collision detection & avoidance and later in a case of an accident manifestation GPS & video camera based alerts system and interrupt generation to nearby ambulance or rescue-services units for in-time driver rescue.

지반위에 놓인 콘크리트 슬래브의 온도하중 하의 컬링 거동 및 하부층 영향 실험적 분석 (Experimental Analysis of Curling Behavior of Concrete Slabs on Grade under Temperature Loading and Underlying Layers' Effects)

  • 김성민;박희범
    • 한국도로학회논문집
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    • 제10권4호
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    • pp.171-180
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    • 2008
  • 본 연구는 지반위에 놓여진 콘크리트 슬래브가 온도하중을 받아서 컬링할 때의 거동을 실내 실험을 통해 분석하고 슬래브를 지지하고 있는 하부층의 구성이 슬래브의 컬링 거동에 어떠한 영향을 미치는지를 분석하기 위하여 수행되었다. 실험을 위해 콘크리트슬래브를 제작하고 온도측정센서를 장착하였으며 인위로 온도하중을 가하며 슬래브의 여러 위치에서 변위의 변화를 측정하였다. 하부층은 두 가지의 관점을 고려하여 구성하였으며, 첫째는 단일 하부층을 이용하여 재료와 두께를 달리하여 지지력을 다르게 하는 경우이며, 둘째는 하부층을 복층으로 구성하되 복합지지력은 일정하나 슬래브와 직접 접촉하는 상위하부층의 재료성질을 다르게 하는 경우이다. 실험결과 시간에 따른 슬래브의 수직 변위 변화는 온도구배의 변화와 거의 일치하는 양상을 보였으며 컬링 거동의 특성을 컬업 구간과 컬다운 구간으로 구분하여 분석하였다. 하부층의 지지력은 커질수록 슬래브의 중앙과 코너의 수직 변위 차이는 감소하게 되며 최상위 하부충의 재료 성질이 컬링 거동에 영향을 미치는 것을 알 수 있었다.

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응력의존성을 고려한 보조기층 해석모델 개발 (Development of Subbase Analysis Model Considering Stress Dependency)

  • 김지환;강병준;이준환;최준성
    • 대한토목학회논문집
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    • 제28권3D호
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    • pp.331-338
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    • 2008
  • 도로 포장은 다양한 재료에 의한 층구조로 되어 있으며 하중 재하시 포장구조체의 거동은 보조기층에 사용된 재료의 성질에 매우 민감하다. 따라서 포장 설계는 재료적 성질의 측정 방법과 정확도에 의해 그 적합성이 좌우되며, 층재료에 대한 현실적인 묘사가 요구된다. 회복탄성계수($M_R$)는 도로 하부구조 재료를 나타내는 물성치로 널리 사용되고 있다. 본 연구에서는 국내에서 사용되는 보조기층 재료의 역학적 거동특성에 관한 자료를 수집하고, 이를 분석하여 정규화된 모델을 통해 $M_R$ 값을 얻을 수 있는 구성방정식을 도출하였다. 또한 도출된 구성방정식을 적용한 유한요소해석 결과와 실측값과의 비교를 통해 본 연구에서 제안한 해석모델의 적절성을 검증하였다.