3D image scanning of gravel soil using in-situ X-ray computed tomography

被引:1
|
作者
Matsumura, Satoshi [1 ]
Kondo, Akihiko [2 ]
Nakamura, Keita [1 ]
Mizutani, Takaaki [1 ]
Kohama, Eiji [2 ]
Wada, Kenji [3 ]
Kobayashi, Taizo [4 ]
Roy, Nimisha [5 ]
Frost, J. David [6 ]
机构
[1] Natl Inst Maritime Port & Aviat Technol, Port & Airport Res Inst, Geotech Engn Dept, 3-1-1 Nagase, Yokosuka, Kanagawa 2390826, Japan
[2] Natl Inst Maritime Port & Aviat Technol, Port & Airport Res Inst, Earthquake Disaster Prevent Engn Div, Earthquake & Struct Dynam Grp, 3-1-1 Nagase, Yokosuka, Kanagawa 2390826, Japan
[3] Tsukuba Technol Co Ltd, 1-14-11 Sengen, Tsukuba, Ibaraki 3050047, Japan
[4] Ritsumeikan Univ, Coll Sci & Engn, Dept Civil & Environm Engn, 1-1-1 Noji Higashi, Kusatsu, Shiga 5258277, Japan
[5] Georgia Inst Technol, Coll Comp, 253,801 Atlantic DR NW, Atlanta, GA 30332 USA
[6] Georgia Inst Technol, Sch Civil & Environm Engn, 2285,790 Atlantic Dr, Atlanta, GA 30332 USA
基金
美国国家科学基金会;
关键词
PARTICLE; SPHERICITY; ROUNDNESS; DENSITY; SHAPE; SAND; SIZE; CT;
D O I
10.1038/s41598-023-46772-y
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
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.
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页数:20
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