• 제목/요약/키워드: 기층

Search Result 302, Processing Time 0.025 seconds

Estimating Unsaturated Shear Strength and Yield Load of Compacted Aggregate Sub-base Materials (다져진 보조기층 재료의 불포화 전단강도 및 항복하중 평가)

  • Jeon, Hye-Ji;Park, Seong-Wan
    • KSCE Journal of Civil and Environmental Engineering Research
    • /
    • v.31 no.4D
    • /
    • pp.571-576
    • /
    • 2011
  • In general, conventional road pavements are designed under the assumption that the shear strength of geomaterials are under saturated state. In reality, however, most of the pavement geomaterials exists under the unsaturated state. To deal with this gap between saturated and unsaturated conditions, in this paper, unsaturated shear strength was estimated using the results from the triaxial compression test and soil-water characteristics curves. Then, yield loads were assessed using 2-Dimensional finite element method with the selected nonlinear elastic model and the Mohr-Coulomb yield criteria. In addition, various unsaturated condition and surface layer effects on the yield load of granular materials were identified. Therefore, the results demonstrated would provide a possibility to estimate bearing capacity of paved or unpaved roads using unsaturated soil mechanics.

The Characteristics of Color on Korean Costume by Basic Culture (기층문화를 통한 한국복식의 색채 특성 연구)

  • Kim Ji-Young;Kim Young-In
    • Journal of the Korean Society of Costume
    • /
    • v.56 no.5 s.104
    • /
    • pp.29-43
    • /
    • 2006
  • The purpose of this study is to examine a unique characteristic of the colors of the costumes in Korean basic culture in the aim of seeking the characteristics and the conceptual meanings of colors found in the majority’s culture. The scope of the basic culture was divided into folk belief, folk game and folk play. Within these limits, the colors of the dress, accessories, instruments were extracted by comparing with the naked eye in NCS Color System. For the analysis of hue and tone, the secondary dimensional analysis using NCS color system and the three-dimensional analysis using the software, COLOR 3D Version 2.0, were done. The result of this investigation is that the colors of the costume in the Korean basic culture are white, gray and black of achromatic color and yellow, yellowish red and purplish blue. This confirms that the colors based on Five-elements color are becoming the basis too basic culture. And Arche-pattern, which is a characteristic commonly found in the Korean traditional society, was shown as a characteristic of color. The colors of the costumes in Korean basic culture are uniquely adopted by the Korean civilians according to their religious and philosophical living standard. This study is meaningful in seeking a root for the formation of their unique color culture.

A Study on Effect of Geogrid Reinforced- Crushed stone Sub-base in Permeable Pavement System (투수성 포장체 쇄석 보조기층 지오그리드 보강효과 확인에 대한 연구)

  • Kwon, Hyeok-Min;Oh, Jeongho;Han, Shin-in
    • Journal of the Korean Society for Advanced Composite Structures
    • /
    • v.6 no.4
    • /
    • pp.64-70
    • /
    • 2015
  • A rapid urbanization has increased the portion of paved layer that results in the change of water circulation system. This change leads to frequent events of flooding, drought, and urban heat island. To resolve these issues, permeable pavement system based on Low Impact Development (LID) concept is being applied to international urban areas. Therefore it is necessary to establish a rational design procedure for the permeable pavement system that reflects our environmental conditions. iDue to inherent characteristics of permeable pavement system, water infiltrates thorough the layers so it may reduce the bearing capacity of sub-layers. In this study, an effort was made to investigate the effectiveness of geogrid reinforced crushed stone subbase layer based on field experimental program along with a limited numerical analysis. It reveals that geogrid reinforced sections improve the bearing capacity by close to 20%. In addition, a light weight deflectomenter (LWDT) appears to be promising for the compaction quality control of crushed stone subbase layer in order to construct qualified permeable pavement systems.

Non-Stationary Stress Analysis of Repaired Concrete Structures due to Hygral Transient Condition (대기 습도변화에 따른 콘크리트 보수체의 비정상적인 습도응력 조사)

  • 윤우현
    • Magazine of the Korea Concrete Institute
    • /
    • v.9 no.3
    • /
    • pp.157-166
    • /
    • 1997
  • The object of this study was invest, igat, ing the failure phenomenon in the contact zone of rcpnired concrete structures due to the external climate change(hygral transient condition). This study was carrie out by calculating the non-stationary moisture and stress distribution in the repaired concrete structures with the cement mortar. In this analysis, main variables were the overlay thickness (Do=0.5-2.5cm). and the pre-wetting time(tc= l-5days). and the cxtcrnal 1.~1ative humidity(Ho=50-80%). The results show that the minimum overlay thickness and the minimum pre-wetting time are necessary to k e ~ p compressive stresses in the contact zone for a relative humidity.

The Effect of Confining Pressure on Modulus of Soils at Low Confining Pressures (낮은 구속응력 단계에서 지반의 탄성계수에 대한 구속응력의 영향)

  • 권기철
    • Journal of the Korean Geotechnical Society
    • /
    • v.20 no.4
    • /
    • pp.57-63
    • /
    • 2004
  • The range of stresses experienced in subgrade soils and subbase materials in pavement under working stress conditions is below about 150㎪. Therefore, the deformational characteristics of soils at low confining pressures are important properties in the analysis and design of pavement system. Subgrade soils and subbase materials were collected from the actual pavement projects for testing. To evaluate the effect of confining pressure on modulus of those materials at low confining pressures, RC and FFRC tests were performed. Interestingly, the relationship between modulus of soils and confining pressure is more appropriate in linear space than in logarithm space at low confining pressure. Based on those results, new model fur evaluating the effects of confining pressure on modulus at low confining pressures was proposed.

The Characteristics of Five-elements Color of Traditional Costume of Korean Basic Culture (한국 기층문화의 전통복식에 나타난 오방색 특성)

  • Kim, Ji-Young;Kim, Young-In
    • Journal of the Korean Society of Costume
    • /
    • v.57 no.6 s.115
    • /
    • pp.62-70
    • /
    • 2007
  • The purpose of this study was to examine a unique characteristic of the colors of the costumes in Korean basic culture in the aim of seeking Five-elements color found in Korean civilian's costume culture. The scope of Korean basic culture was 32 items specified as an import intangible cultural asset in the side of religion and art for the majority of the Korean people. Within these limits, the colors of the dress, accessories, instruments were extracted by comparing with the naked eye in NCS Color System. The result of this investigation was that Red was yellowish red and high chromatic and deep tone within 4area. Blue was purplish blue and high chromatic and deep tone within 4area, similarly Red. Yellow was pure yellow and high chromatic and bright tone within 3area. Red and Blue in Korean basic culture were more primary color and more high brightness than Korean traditional colors. Religion and art fer Korean civilian revealing the Korean basic culture reflected impending real-life of Korean civilian who intend to overcome their desperate reality at using Five-elements color in their costume.

Development of Multi Layered Elastic Pavement Analysis Program Package Considering Temperature Nonlinearty of Asphalt Layer on GUI Environment (아스팔트층 온도 비선형성을 고려한 사용자 편의환경의 다층탄성 프로그램 개발)

  • Choi, Jun-Seong;Seo, Joo-Won;Park, Keun-Bo;Kim, Soo-Il
    • International Journal of Highway Engineering
    • /
    • v.10 no.4
    • /
    • pp.91-101
    • /
    • 2008
  • A multi layered elastic analysis program, IDYSPAP, was developed. The objective of this study was to develop the IDYSPAP program on Graphic User Interface environment for field engineers using Visual Basic, which was considered span of multi-wheels and maximum 4 axles using superposition of linear elastic theorem. It is suggested that this study considers algorithm with dynamic properties of asphalt layer on various temperature and non-linear properties of subbase and subgrade on stress non-linearity for asphalt pavement structure. This Program was modified to divide asphalt layer automatically according to layer division concept. The developed program was verified with initial measuring data in test road sections of KEC (Korea Expressway Co.) using laboratory test results.

  • PDF

A study of Elastic Modulus Tests for Reinforced Subgrade Soil with Cement (시멘트를 첨가한 강화노상토의 탄성계수 평가법)

  • Lee, Kwan-Ho;Jang, Tae-Young;Kim, Seong-Kyum;Kim, Jeong-Ku
    • Proceedings of the KAIS Fall Conference
    • /
    • 2011.05a
    • /
    • pp.288-291
    • /
    • 2011
  • 최근 아스팔트 혼합물의 배합설계법은 기존에 주로 사용하던 빔 및 마샬 배합설계법에서 수퍼페이브 배합설계법으로 점차적으로 바뀌고 있는 추세이다. 수퍼페이브의 배합설계과정에서 중요한 사항 중의 하나는 선회다짐기를 사용하는 다짐방법이다. 아스팔트 포장은 노상 위에 보조기층, 기층, 표층의 순으로 구성되는데 노상은 포장 아래 약 1.0 m의 흙부분으로 포장과 일체로 구성되며 포장체에 작용하는 하중을 최종적으로 지지하는 층이다. 따라서, 수퍼페이브 배합설계법에서 사용하는 선회다짐기를 포장과 일체로 구성되는 노상의 다짐시험에도 적용한다면 각각의 포장층에 같은 원리의 다짐방법을 적용한다는 큰 의미가 있을 것으로 판단된다. 본 논문에서는 일반 노상토에 시멘트와 플라이애시를 첨가한 강화노상토를 선회다짐기를 이용하여 시편을 제작하였고, 각 시편에 대한 탄성계수를 1축압축시험, 공진주시험, LFWD를 이용해 각각 측정하여 각 결과물들의 상관관계를 추정하고자 한다.

  • PDF