Assessment of Three-Dimensional Printing of Granular Media for Geotechnical Applications

被引:23
|
作者
Adamidis, O. [1 ]
Alber, S. [1 ]
Anastasopoulos, I [1 ]
机构
[1] Swiss Fed Inst Technol, Dept Geotech Engn, Inst Geotech Engn, Stefano Franscini Pl 5, CH-8093 Zurich, Switzerland
来源
GEOTECHNICAL TESTING JOURNAL | 2020年 / 43卷 / 03期
关键词
specimen preparation; three-dimensional printing; computed tomography scanning; particle morphology; surrogate soil; hydraulic conductivity; triaxial testing; EXPERIMENTAL VALIDATION; SHAPE; REPRODUCTION;
D O I
10.1520/GTJ20180259
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The rapid evolution of three-dimensional (3-D) printing has sparked interest for possible applications in geotechnical research. This article investigates the use of 3-D printing to create an artificial granular medium that reproduces the morphological characteristics of a natural sand. Initially, individual particle geometries are captured from the reference sand using microcomputed tomography (mu CT) scanning. Subsequently, their capacity to represent the morphology of the original medium is assessed. An evaluation of 3-D-printing options ensues, leading to the selection of PolyJet as the currently preferential technology. Postprinting, mu CT scanning reveals that only particles with a diameter of 2 mm or larger can be reliably reproduced using PolyJet. Finally, 3-D-printed media are assessed for their performance in possible geotechnical applications by examining their hydraulic conductivity using a constant head permeameter and their shear response using drained triaxial compression tests.
引用
收藏
页码:641 / 659
页数:19
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