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3D image scanning of gravel soil using in-situ X-ray computed tomography.
Matsumura, Satoshi; Kondo, Akihiko; Nakamura, Keita; Mizutani, Takaaki; Kohama, Eiji; Wada, Kenji; Kobayashi, Taizo; Roy, Nimisha; Frost, J David.
Afiliación
  • Matsumura S; Geotechnical Engineering Division, Port and Airport Research Institute, National Institute of Maritime, Port and Aviation Technology, 3-1-1 Nagase, Yokosuka, Kanagawa, 239-0826, Japan. matsumura-s@p.mpat.go.jp.
  • Kondo A; Earthquake and Structural Dynamics Group, Earthquake Disaster Prevention Engineering Division, Port and Airport Research Institute, National Institute of Maritime, Port and Aviation Technology, 3-1-1 Nagase, Yokosuka, Kanagawa, 239-0826, Japan.
  • Nakamura K; Geotechnical Engineering Division, Port and Airport Research Institute, National Institute of Maritime, Port and Aviation Technology, 3-1-1 Nagase, Yokosuka, Kanagawa, 239-0826, Japan.
  • Mizutani T; Geotechnical Engineering Division, Port and Airport Research Institute, National Institute of Maritime, Port and Aviation Technology, 3-1-1 Nagase, Yokosuka, Kanagawa, 239-0826, Japan.
  • Kohama E; Earthquake and Structural Dynamics Group, Earthquake Disaster Prevention Engineering Division, Port and Airport Research Institute, National Institute of Maritime, Port and Aviation Technology, 3-1-1 Nagase, Yokosuka, Kanagawa, 239-0826, Japan.
  • Wada K; Tsukuba Technology Co., Ltd., 1-14-11 Sengen, Tsukuba, Ibaraki, 305-0047, Japan.
  • Kobayashi T; Department of Civil and Environmental Engineering, College of Science and Engineering, Ritsumeikan University, 1-1-1 Noji-Higashi , Kusatsu, Shiga, 525-8277, Japan.
  • Roy N; College of Computing, Georgia Institute of Technology, #253, 801 Atlantic DR NW, Atlanta, GA, 30332, USA.
  • Frost JD; School of Civil and Environmental Engineering, Georgia Institute of Technology, #2285, 790 Atlantic Drive, Atlanta, GA, 30332, USA.
Sci Rep ; 13(1): 20007, 2023 Nov 16.
Article en En | MEDLINE | ID: mdl-37973873
ABSTRACT
A typical ground investigation for characterizing geotechnical properties of soil requires sampling soils to test in a laboratory. Laboratory X-ray computed tomography (CT) has been used to non-destructively observe soils and characterize their properties using image processing, numerical analysis, or three-dimensional (3D) printing techniques based on scanned images; however, if it becomes possible to scan the soils in the ground, it may enable the characterization without sampling them. In this study, an in-situ X-ray CT scanning system comprising a drilling machine with an integrated CT scanner was developed. A model test was conducted on gravel soil to verify if the equipment can drill and scan the soil underground. Moreover, image processing was performed on acquired 3D CT images to verify the image quality; the particle morphology (particle size and shape characteristics) was compared with the results obtained for projected particles captured in a two-dimensional (2D) manner by a digital camera. The equipment successfully drilled to a target depth of 800 mm, and the soil was scanned at depths of 700, 750, and 800 mm. Image processing results showed a reasonable agreement between the 3D and 2D particle morphology images, and confirmed the feasibility of the in-situ X-ray CT scanning system.

Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Idioma: En Revista: Sci Rep Año: 2023 Tipo del documento: Article País de afiliación: Japón Pais de publicación: ENGLAND / ESCOCIA / GB / GREAT BRITAIN / INGLATERRA / REINO UNIDO / SCOTLAND / UK / UNITED KINGDOM

Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Idioma: En Revista: Sci Rep Año: 2023 Tipo del documento: Article País de afiliación: Japón Pais de publicación: ENGLAND / ESCOCIA / GB / GREAT BRITAIN / INGLATERRA / REINO UNIDO / SCOTLAND / UK / UNITED KINGDOM