• 제목/요약/키워드: pavements

검색결과 584건 처리시간 0.026초

고등학교 세계지리 교과서의 사막포도 형성에 대한 고찰 (A Review on the Formation of Desert Pavements in High School Textbooks of World Geography)

  • 김태호
    • 한국지형학회지
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    • 제23권3호
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    • pp.93-104
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    • 2016
  • High school textbooks of world geography show geomorphic featuresin arid environments such as sand dune, yardang and ventifact which are largely created by aeolian processes. Desert pavements, ubiquitous armored surfaces composed of a mosaic of clasts in hot and arid regions, are introduced as a major landform which can be attributed to wind erosion. However, they are formed by a variety of processes including deflation, surface runoff, upward clast migration and dust accretion that cause coarse particles concentration at the surface. The deflation by wind leaving a lag of coarse clasts has been solely regarded at home, even though the classical mechanism of deflation has been evaluated as a relatively unimportant process of pavement formation abroad through empiricalstudies. The accretionary model is gaining wider acceptance, thus implying that desert pavements could be formed through deposition of aeolian material. In addition, sheetflood and upward migration of clasts, irrelevant to the aeolian processes, could also create stone pavements. As a consequence, the deflation process in high school textbooks has to be urgently modified into a range of processes including aeolian mantling. By stressing that desert pavements are an exceptional geomorphic feature in deserts where wind is a predominant geomorphic agent, they can be used as a good example to demonstrate that a landform is not monogenetic.

아스팔트 포장구조체에 대한 중차량 제한하중 평가 (Evaluating a Load Limit on Heavy Vehicles in Flexible Pavements)

  • 박성완;황정준
    • 대한토목학회논문집
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    • 제30권1D호
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    • pp.53-60
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    • 2010
  • 본 논문은 포장 공용성에 근거하여 연성포장체를 주된 대상으로 트럭의 하중제한을 하기 위한 방법을 평가하였다. 이러한 방법론의 적용을 위하여 연성포장에 대한 장기공용성은 VESYS 형태의 소성변형 모형과 Miner 이론을 적용한 피로균열을 각각 활용하여 예측하였다. 소성변형은 Alpha와 Gnu와 같은 소성변형 모형상수를, 그리고 피로균열은 $k_1$$k_2$를 피로균열 모형 상수를 각각 적용하였고 기존 국내문헌에서 활용 가능한 범위에서 연성포장에 대한 하중제한 평가를 위한 공용성 예측 및 민감도 분석에 필요한 자료를 적절하게 활용하였다. 이에 본 연구 결과에서는 공용성에 근거한 하중제한방법과 하중제한을 위한 간편한 제한하중법을 평가하여 제시하였다.

모형실험에 의한 강성포장체 가로줄눈에 다우웰바가 미치는 영향 (Effect of Dowel Bar on the transverse joint at the cement concrete pavement by model test)

  • 배주성;고영주;김평수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1998년도 가을 학술발표대회 논문집(III)
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    • pp.633-636
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    • 1998
  • The use of concrete pavements is increasing by virtue of durability and excellent load resisting capacity. But cracks and demage in concrete pavements may be occurred by continuous reciclic load, as time goes by. Therefore, transverser contraction joints are constructed in concrete pavements to relieve tensile stresses, and when properly spaced they control the location of transverse cracks.

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저소음용 콘크리트 포장의 소음평가 (Evaluation of the Noise Emission in Low Noise Concrete Pavements)

  • 문한영;하상욱;양은철
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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    • pp.483-488
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    • 2002
  • Noise has become an environmental pollution that affects most peoples' health, comfort or general well being. there are many sources of noise, but one of them clearly dominates road traffic noise. It has traditionally been associated with engine and exhaust noise of vehicles. However the emission and propagation of noise from these sources were partly reduced, while at the same time the noise emission from the tire/road interaction on a relative scale became more and more prominent Generally, Portland cement concrete(PCC) pavements have the advantage of durability and superior surface friction when compared to most dense-graded asphalt. However, It is known that PCC pavements create more noise than asphaltic surfaces due to the noise from interaction of tire and pavement surface. Therefore, recent research has shown some new concrete pavement textures to be worth further examination. So in this paper, we considered the 9 types of low noise concrete pavements to evaluate tire/pavement noise.

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골재노출 콘크리트의 지연제 효과에 대한 검토 (Effects of retarder on manufacturing Aggregate Exposed Concrete)

  • 문한영;하상욱;양은철
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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    • pp.647-650
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    • 2001
  • The traffic noise from automobiles have been causing so serious problems in urban areas that the study and solutions to reduce noise and air pollution have been required. In general, Portland cement concrete(PCC) pavements have the advantage of durability and superior surface friction when compared to most dense-graded asphalt. However, data collected to date generally show PCC pavements to create more noise than asphaltic surfaces. Therefore, recent research has shown some new concrete pavement textures to be worth further examination. Exposed Aggregate Pavements have also been evaluated for noise impacts. This PCC surface is accomplished by brushing the surface of the plastic concrete to expose the aggregate, increasing the macro texture. In this study, in order to manufacture Aggregate Exposed Concrete for low noise pavements, we considered the effects of retarder agents according to dosage and curing conditions. So we tried to find out relationship between textures of surface and effects of retarder.

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Characterization of Textures for Low Noise Concrete Pavement

  • Moon, Han-Young;Ha, Sang-Wook
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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    • pp.461-464
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    • 2003
  • Portland Cement Concrete (PCC) pavements have the advantage of durability and superior surface friction when compared to most dense-graded asphalt. However, data collected to date generally show PCC pavements to create more noise than asphaltic surfaces. As the results of research, surfaces of exposed aggregate, tining and grooving concrete pavements appear to provide better noise quality characteristics as well as good frictional characteristics and durability. In this paper, several methods of texturing were considered to reduce tire/pavement noise. As the results of this paper, PCC pavements with special texturing have superior surface friction as well as noise reductions when compared to conventional PCC pavement. Especially, Exposed Aggregate Concrete (EAC) surface appears to provide better noise quality characteristics. Conclusively, if overall noise and safety are considered simultaneously, EAC pavement that provides satisfactory friction as well as better noise reductions is suggested.

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서울市 步道와 街路樹밑의 植生에 관한 分析 (Analysis of Vegetation on the Pavements and under the Street Trees in Seoul)

  • Chang, Nam-Kee;Kim, Eun-Ae
    • The Korean Journal of Ecology
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    • 제13권4호
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    • pp.331-342
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    • 1990
  • Analysis of vegetation on the pavements and under the trees of streets in Seoul city were investigated from July to November 1989. All of the vascular herbs were 9 orders, 13 families, 30 genera, 37 species and 1 forma. Species diversity and evenness index were higher on the pavements than under the trees of streets. Eragrostis multicaulis with C-4 pathway was a dominant species, and next orders of importace values were Eleusine indica(C-4), Digitaria sanguinalis(C-4), Taraxacum officinale(C-3) and Erigeron annus(C-3). On the pavements and under the trees of streets, light intensity and surface temperature were very high, Also, these sites were affected by many kinds of human interferences. Therefore, it was an example of adaptation to specific ecological environments that C-4 plats were more dominant than C-3, growth forms of C-3 plants were rosette or prostrate, and annual or biennial plants were distributed in these studied sites. Generally, fruits types were grains, achens and capsules. Seeds were very small and some had appendages such as pappus.

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MEPDG를 이용한 아스팔트/연속철근 콘크리트 복합포장 간편 설계 (Simple AC/CRC Composite Pavement Design Using MEPDG)

  • 백종은;김형배;이현종
    • 한국도로학회논문집
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    • 제16권6호
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    • pp.1-8
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    • 2014
  • PURPOSES : Analysis and design of asphalt concrete (AC) and continuously reinforced concrete (CRC) composite pavements. METHODS : In this study, the service life of the AC/CRC composite pavements was determined based on the probabilistic method in the mechanistic-empirical pavement design guide(MEPDG). Typical pavement design was provided with respect to heavy truck traffic volume of highways. RESULTS : The service life of the composite pavements based on IRI was shorter than that based on rutting at lower traffic volume, but this trend was switched at higher traffic volume. CONCLUSIONS : It is concluded that the main distress affecting the service life of the composite pavements was longitudinal roughness and rutting. Roughness became lower, but rut depth became greater as the stiffness of the CRC increased.

시멘트 콘크리트 포장체 줄눈부의 거동해석 (Analysis of Joint Behavior in Cement Concrete Pavements)

  • 변근주;이상민;임갑주;한봉완
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1990년도 가을 학술발표회 논문집
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    • pp.1-6
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    • 1990
  • Joints are provided in cement concrete pavements to control transverse and longitudinal cracking that occur due to restrained deformations caused by moisture and temperature variations in the slab. But the construction of joints reduces the load-carrying capacity of the pavement at the joints, and pavements have beem deteriorated by cracks at the slab edges along the joints due to traffic loads. Therefore, it is important to analyze the behavior of joints accurately in the design of cement concrete pavements. In this study, the mechanical behavior of cement concrete pavement slabs is analyzed by the plate-finite element model, and Winkler foundation model is adopted to analyze the subgrades. The load transfer mechanism of joints are composed of dowel action, aggregate interlocking, and tied-key action, and the analytical program is developed using these joint models.

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경사가로줄눈을 가진 콘크리트포장구조의 유한요소법에 의한 해석 (A Finite Element Analysis for the Concrete Highway Pavements with Skew Joints)

  • 조병완
    • 대한토목학회논문집
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    • 제8권4호
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    • pp.11-21
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    • 1988
  • 20세기에 들어서 포틀랜드 시멘트 콘크리트를 이용한 강성포장은, 콘크리트재료의 구조적인 휨강성과 큰 탄성계수 그리고 내구성을 고려한 경제성 등으로 세계 여러 나라에서 널리 이용되어져 왔다. 그러나, 완벽한 설계 및 시공에도 불구하고, 일부 콘크리트 포장도로에서는(예: 미국 Interstate-10 and 75, 한국의 88고속도로 및 중부 고속도로) 심각한 종적, 횡적 균열 및 침하현상 등으로 보수, 유지의 큰 어려움을 겪고 있는 바, 이러한 문제점을 구조역학적인 입장에서 유한 요소법을 이용한 콘크리트 포장구조의 해석을 통해, 차량 위치 및 온도변화에 따른 최대 파괴응력과 위치, 그리고 최대 처짐등을 고려 하므로써, 콘크리트 포장도로의 구조적인 문제점을 해결하는 데 있다. 본 논문에서는 요즘 미국에서 널리 이용되고 있는 경가가로줄눈(skewed joint)의 효과를 구조역학적으로 해석을 하였다.

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