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      KCI등재 SCIE SCOPUS

      Nano and Neutron Science Applications for Geomechanics

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      https://www.riss.kr/link?id=A104777904

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      다국어 초록 (Multilingual Abstract)

      Recent advances in experimental characterization techniques offer unique opportunities to evaluate mechanical properties of geomaterials. In this paper, authors introduce two such techniques that have significant potential to impact geomechanics commu...

      Recent advances in experimental characterization techniques offer unique opportunities to evaluate mechanical properties of
      geomaterials. In this paper, authors introduce two such techniques that have significant potential to impact geomechanics community.
      The technique of using Instrumented indentation testing using nano-indenter to evaluate hardness and modulus of individual sand
      particles is introduced. Use of the measured data from nanoindenter on individual sand grain in modelling its assembly using
      numerical methods such as the discrete element method (for example PFC-2D) is addressed. Modulus for two silica sands with
      varying particle shape is presented for the depth of indentation in the range of 100 to 1000 nanometers. Use of neutron science for
      solving relevant problems to geotechnical engineering is also described in this paper. Neutrons are subatomic particles with no
      electric charge having duality and interacts with atomic nuclei, while X-ray interacts with electrons. Neutrons thus have significantly
      higher penetration power for most geo-materials when compared to X-rays and are sensitive to hydrogen. Use of neutrons for solving
      a new class of problems including non-destructive evaluation of strain at particle level while the assemblage is subjected to target
      stress conditions, and imaging applications including flow through partially saturated porous medium are presented.

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      다국어 초록 (Multilingual Abstract)

      Recent advances in experimental characterization techniques offer unique opportunities to evaluate mechanical properties of geomaterials. In this paper, authors introduce two such techniques that have significant potential to impact geomechanics comm...

      Recent advances in experimental characterization techniques offer unique opportunities to evaluate mechanical properties of
      geomaterials. In this paper, authors introduce two such techniques that have significant potential to impact geomechanics community.
      The technique of using Instrumented indentation testing using nano-indenter to evaluate hardness and modulus of individual sand
      particles is introduced. Use of the measured data from nanoindenter on individual sand grain in modelling its assembly using
      numerical methods such as the discrete element method (for example PFC-2D) is addressed. Modulus for two silica sands with
      varying particle shape is presented for the depth of indentation in the range of 100 to 1000 nanometers. Use of neutron science for
      solving relevant problems to geotechnical engineering is also described in this paper. Neutrons are subatomic particles with no
      electric charge having duality and interacts with atomic nuclei, while X-ray interacts with electrons. Neutrons thus have significantly
      higher penetration power for most geo-materials when compared to X-rays and are sensitive to hydrogen. Use of neutrons for solving
      a new class of problems including non-destructive evaluation of strain at particle level while the assemblage is subjected to target
      stress conditions, and imaging applications including flow through partially saturated porous medium are presented.

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      참고문헌 (Reference)

      1 Pethica, J. B., "Tip surface interaction in STM and AFM" 19 : 61-66, 1987

      2 Tsui, T. Y., "Substrate effects on nanoindentation mechanical property measurement of soft films on hard substrates" 14 (14): 292-301, 1999

      3 Miller, E. T., "Stresses and strains in an array of elastic spheres" MIT Department of Civil Engineering to US Army Engineer Waterways Experiment Station 1963

      4 Lambe, T. W., "Soil mechanics" John Wiley & Sons 1969

      5 Simmons, G., "Single crystal elastic constants and calculated aggregate properties" The MIT Press 1971

      6 Scott, R. F., "Principles of soil mechanics" Addison-Wesley Publishing Co 1963

      7 Behringer, R. P., "Predictability and granular materials" 133 (133): 1-17, 1999

      8 Pharr, G. M., "On the generality of the relationship among contact stiffness, contact area, and elastic modulus" 7 (7): 613-617, 1992

      9 Dutta, A. K., "Nanoindentation testing for evaluating modulus and hardness of single-walled carbon nanotube-reinforced epoxy composites" 19 (19): 158-164, 2004

      10 Deresiewicz, H., "Mechanics of granular matter" 5 (5): 233-306, 1958

      1 Pethica, J. B., "Tip surface interaction in STM and AFM" 19 : 61-66, 1987

      2 Tsui, T. Y., "Substrate effects on nanoindentation mechanical property measurement of soft films on hard substrates" 14 (14): 292-301, 1999

      3 Miller, E. T., "Stresses and strains in an array of elastic spheres" MIT Department of Civil Engineering to US Army Engineer Waterways Experiment Station 1963

      4 Lambe, T. W., "Soil mechanics" John Wiley & Sons 1969

      5 Simmons, G., "Single crystal elastic constants and calculated aggregate properties" The MIT Press 1971

      6 Scott, R. F., "Principles of soil mechanics" Addison-Wesley Publishing Co 1963

      7 Behringer, R. P., "Predictability and granular materials" 133 (133): 1-17, 1999

      8 Pharr, G. M., "On the generality of the relationship among contact stiffness, contact area, and elastic modulus" 7 (7): 613-617, 1992

      9 Dutta, A. K., "Nanoindentation testing for evaluating modulus and hardness of single-walled carbon nanotube-reinforced epoxy composites" 19 (19): 158-164, 2004

      10 Deresiewicz, H., "Mechanics of granular matter" 5 (5): 233-306, 1958

      11 Pethica, J. B., "Mechanical properties of nanometer volumes of material: use of the elastic response of small area indentations, in thin films-stress and mechanical properties" Materials Research Society 13-23, 1989

      12 Penumadu, D., "Mechanical properties of blended single-wall carbon nanotube composites" 18 (18): 1849-1853, 2003

      13 Oliver, W. C., "Measurement of hardness and elastic modulus by instrumented indentation: Advances in understanding and refinement to methodology" 19 (19): 3-20, 2004

      14 Hay, J. L., "Instrumented indentation testing" ASM International 232-243, 2000

      15 "General Electric Fused Quartz Products Technical Data" 1985

      16 King, R. B., "Elastic analysis of some punch problems for a layered medium" 23 (23): 1657-1664, 1987

      17 Socolar, J. E. S., "Directed force chain networks and stress response in static granular materials" 8 (8): 453-, 2002

      18 Kruyt, N. P., "Contact forces in anisotropic frictional granular materials" 40 (40): 3537-3556, 2003

      19 Majmudar, T. S., "Contact force measurements and stress-induced anisotropy in granular materials" 435 (435): 1079-1082, 2005

      20 Otto, M., "Anisotropy in granular media: Classical elasticity and directed force chain network" 67 : 1-24, 2003

      21 Oliver, W. C., "An improved technique for determining hardness and elastic modulus using load and displacement sensing indentation experiments" 7 (7): 1564-1583, 1992

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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