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      변형률에 따른 모래-고무 혼합재의 거동 특성: 실험적 관찰 = Characteristics of Sand-Rubber Mixtures under Different Strain Levels: Experimental Observation

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      https://www.riss.kr/link?id=A103985514

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      다국어 초록 (Multilingual Abstract)

      Mixtures of sand and rubber particles (Dsand/Drubber = 1) are investigated to explore their characteristics under different stain level. Mixtures are prepared with different volumetric sand fractions (sf = Vsand/Vtotal). Experimental data are gathered from a resonant column, an instrumented oedometer, and a direct shear tests. Results show that sand and rubber differently control the behavior of the whole mixture with strain level. Non-linear degradation of small strain stiffness is observed for the mixtures with sf≥0.4, while the mixtures with low sand fraction (sf≤0.2) show significantly high elastic threshold strain. Vertical stress-deformation increases dramatically when the rubber particle works as a member of force chain. The strength of the mixtures increases as the content of rubber particle decreases, and contractive behavior is observed in the mixtures with sf≤0.8. Rubber particle plays different roles with strain level in the mixture: it increases a coordination number and controls a plasticity of the mixture in small strain; it prevents a buckling of force chain in intermediate strain; it leads a contractive behavior in large strain.
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      Mixtures of sand and rubber particles (Dsand/Drubber = 1) are investigated to explore their characteristics under different stain level. Mixtures are prepared with different volumetric sand fractions (sf = Vsand/Vtotal). Experimental data are gathered...

      Mixtures of sand and rubber particles (Dsand/Drubber = 1) are investigated to explore their characteristics under different stain level. Mixtures are prepared with different volumetric sand fractions (sf = Vsand/Vtotal). Experimental data are gathered from a resonant column, an instrumented oedometer, and a direct shear tests. Results show that sand and rubber differently control the behavior of the whole mixture with strain level. Non-linear degradation of small strain stiffness is observed for the mixtures with sf≥0.4, while the mixtures with low sand fraction (sf≤0.2) show significantly high elastic threshold strain. Vertical stress-deformation increases dramatically when the rubber particle works as a member of force chain. The strength of the mixtures increases as the content of rubber particle decreases, and contractive behavior is observed in the mixtures with sf≤0.8. Rubber particle plays different roles with strain level in the mixture: it increases a coordination number and controls a plasticity of the mixture in small strain; it prevents a buckling of force chain in intermediate strain; it leads a contractive behavior in large strain.

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      참고문헌 (Reference)

      1 Hertz, H, "Über die Berührung fester elastischer Körper" 92 : 156-171, 1882

      2 Garga, V. K, "Tire-reinforced earthfill. Part 1: Construction of a test fill, performance, and retaining wall design" 37 (37): 75-96, 2000

      3 Tweedie, J. J., "Tire shreds as lightweight retaining wall backfill: active conditions" ASCE 124 (124): 1061-1070, 1998

      4 Youwai, S, "Strength and deformation characteristics of shredded rubber tire-sand mixtures" 40 (40): 254-264, 2003

      5 Krumbein, W. C., "Stratigraphy and Sedimentation, 2nd Edition" W. H. Freeman and Company, San Francisco 1963

      6 ASTM, "Standard test method for specific gravity of soil solids by water pycnometer"

      7 ASTM, "Standard test method for density of hydraulic cement"

      8 Santamarina, J. C., "Soils and Waves - Particulate Materials Behavior, Characterization and Process Monitoring" John Wiley & Sons. New York 2001

      9 Poh, P. S. H, "Slope stabilization using old rubber tires and geotextiles" 9 (9): 76-80, 1995

      10 Hardin, B. O, "Shear modulus and damping in soils: measurement and parameter effects" ASCE 98 (98): 603-624, 1972

      1 Hertz, H, "Über die Berührung fester elastischer Körper" 92 : 156-171, 1882

      2 Garga, V. K, "Tire-reinforced earthfill. Part 1: Construction of a test fill, performance, and retaining wall design" 37 (37): 75-96, 2000

      3 Tweedie, J. J., "Tire shreds as lightweight retaining wall backfill: active conditions" ASCE 124 (124): 1061-1070, 1998

      4 Youwai, S, "Strength and deformation characteristics of shredded rubber tire-sand mixtures" 40 (40): 254-264, 2003

      5 Krumbein, W. C., "Stratigraphy and Sedimentation, 2nd Edition" W. H. Freeman and Company, San Francisco 1963

      6 ASTM, "Standard test method for specific gravity of soil solids by water pycnometer"

      7 ASTM, "Standard test method for density of hydraulic cement"

      8 Santamarina, J. C., "Soils and Waves - Particulate Materials Behavior, Characterization and Process Monitoring" John Wiley & Sons. New York 2001

      9 Poh, P. S. H, "Slope stabilization using old rubber tires and geotextiles" 9 (9): 76-80, 1995

      10 Hardin, B. O, "Shear modulus and damping in soils: measurement and parameter effects" ASCE 98 (98): 603-624, 1972

      11 Rubber Manufacturers Association, "Scrap tire markets in the United States 2005 Edition" 2006

      12 Ahmed, I, "Rubber soils as light weight geomaterials" Transportation Research Board, Washington D.C. 1422 : 61-70, 1993

      13 Pan, J. R., "Recycling MSWI bottom and fly ash as raw materials for Portland cement" 28 (28): 1113-1118, 2008

      14 Singh, S. P., "Performance evaluation of cement stabilized fly ash-GBFS mixes as a highway construction material" 28 (28): 1331-1337, 2008

      15 Atkinson, J. H, "Non-linear soil stiffness in routine design" 50 (50): 487-508, 2000

      16 Díaz-Rodríguez, J. A, "Mexico City Soil Behavior at Different Strains: Observations and Physical Interpretation" ASCE 127 (127): 783-789, 2001

      17 Yoon, G. L., "Mechanical characteristics of light-weighted soils using dredged materials" 22 (22): 215-229, 2004

      18 Kim, Y. T, "Mechanical behavior of lightweight soil reinforced with waste fishing net" 26 : 512-518, 2008

      19 EPA, "Identifying, planning, and financing beneficial use projects using dredged material-Beneficial use planning manual"

      20 Mitchell, J. K, "Fundamentals of soil behavior, 3rd Edition" John Wiley & Sons, New Jersey 2005

      21 Humphrey, D. N, "Field performance of tire chips as subgrade insulation for rural roads" Washington D.C. 77-86, 1995

      22 Aydilek, A. h., "Field evaluation of a leachate collection system constructed with scrap tires" ASCE 132 (132): 990-1000, 2006

      23 Kim, Y. T., "Experimental Evaluation of Strength Characteristics of Stabilized Dredged Soil" ASCE 22 (22): 539-544, 2010

      24 Kim, B. J, "Evaluation of the mechanical properties of class-F fly ash" 28 (28): 649-659, 2008

      25 Kumar, S, "Evaluation of Illinois pulverized coal combustion dry bottom ash for use in geotechnical engineering applications" 129 (129): 42-55, 2003

      26 Edil, T. B, "Engineering properties of tire chips and soil mixtures" 17 (17): 453-464, 1994

      27 Hardin, B. O, "Elastic wave velocities in granular soils" ASCE 89 (89): 33-65, 1963

      28 Vucetic, M, "Effect of soil plasticity on cyclic response" ASCE 117 (117): 89-107, 1991

      29 Tsuchida, T., "Development of lightweight fill from dredging" 415-420, 1996

      30 Bosscher, P. J., "Design of highway embankments using tire chips" ASCE 123 (123): 295-304, 1997

      31 Ramberg, W, "Description of stress-strain curves by three parameters" National Advisory Committee for Aeronautics, Washington DC 1943

      32 Vucetic, M, "Cyclic threshold shear strains in soils" ASCE 120 (120): 2208-2228, 1994

      33 Gabr, M.A, "Controlled low-strength material using fly ash and AMD sludge" 76 (76): 251-263, 2000

      34 Mindlin, R. D, "Compliamce of elastic bodies in contact" 259-268, 1949

      35 Rowe, R. K, "Clogging of tire shreds and gravel permeated with landfill leachate" ASCE 131 (131): 682-693, 2005

      36 Lee, C., "Characteristics of Rubber-Sand Particle Mixtures according to Size Ratio" ASCE 22 (22): 323-331, 2010

      37 양재형, "Behavior of rigid-soft particle mixtures" ASCE 19 (19): 179-184, 2007

      38 American Coal Ash Association, "2008 Coal combustion product (CCP) production & use survey report" 2008

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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.31 0.31 0.28
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.29 0.28 0.564 0.12
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