Manufacture of Bonded Granular Soil Using X-Ray CT Scanning and 3D Printing

被引:17
|
作者
Matsumura, Satoshi [1 ]
Kobayashi, Takaaki [2 ]
Mizutani, Takaaki [2 ]
Bathurst, Richard J. [2 ,3 ]
机构
[1] Port & Airport Res Inst, 3-1-1 Nagase, Yokosuka, Kanagawa 2390826, Japan
[2] Port & Airport Res Inst, 3-1-1 Nagase, Yokosuka, Kanagawa 2390826, Japan
[3] Royal Mil Coll Canada, GeoEngn Ctr Queens RMC, Civil Engn Dept, Kingston, ON K7K 7B4, Canada
来源
GEOTECHNICAL TESTING JOURNAL | 2017年 / 40卷 / 06期
关键词
surrogate soil; X-ray CT tomography; 3D printing; gravel; triaxial testing; DEFORMATION; TOMOGRAPHY; EVOLUTION; SAND;
D O I
10.1520/GTJ20160273
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper describes the use of X-ray tomography imaging of natural gravel specimens to create repeatable assemblages of bonded gravel-size resin specimens using a 3D printer. The paper describes how the resulting resin-based surrogate specimens have particle geometry and interparticle bonds that are a function of the original scanning image resolution and 3D printer resolution. Results of conventional triaxial compression testing of original source gravel specimens and constructed bonded specimens are compared. While there are quantitative differences in behavior between unbonded source and bonded duplicate specimens, the surrogate specimens are shown to have macroscale mechanical behavior that may be considered typical of some granular soils. The ability to generate identical surrogate bonded granular specimens with the same particle arrangement holds promise to remove the influence on geotechnical laboratory testing outcomes due to the unavoidable structural variation in specimens of natural granular assemblages.
引用
收藏
页码:1000 / 1010
页数:11
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