Considerations on the ability of Supervised Neural Networks to estimate the 3D shape of particles from 2D projections

IF 4.9 2区 工程技术 Q1 ENGINEERING, CIVIL
Danilo Menezes Santos, Alfredo Gay Neto
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引用次数: 0

Abstract

Equipment to observe and classify granular media is widely used to capture granular systems morphologies. Although some equipment models are very efficient in analyzing samples with numerous grains, these tools present a limitation related to the inability to obtain directly the particle’s 3D shape. To overcome this drawback, different techniques have been applied to estimate the three-dimensional shape of grains from the analysis of their 2D projections. Despite the progress made, because it is an ill-posed problem, the developed methods have not yet provided a definitive solution. In this work, we investigated the ability of Supervised Neural Networks (SNN) to estimate the three-dimensional shape of some particles of Angular sand and Ottawa sand using data from single projections. We performed simulations employing the Discrete Element Method (DEM) and comparisons of shape descriptors to sets of reconstructed 3D particle shapes. The SNNs can adequately correlate and generate new particles from the analysis of 2D sand projections, showing potential applicability in the geometry reconstruction of granular materials.

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来源期刊
Transportation Geotechnics
Transportation Geotechnics Social Sciences-Transportation
CiteScore
8.10
自引率
11.30%
发文量
194
审稿时长
51 days
期刊介绍: Transportation Geotechnics is a journal dedicated to publishing high-quality, theoretical, and applied papers that cover all facets of geotechnics for transportation infrastructure such as roads, highways, railways, underground railways, airfields, and waterways. The journal places a special emphasis on case studies that present original work relevant to the sustainable construction of transportation infrastructure. The scope of topics it addresses includes the geotechnical properties of geomaterials for sustainable and rational design and construction, the behavior of compacted and stabilized geomaterials, the use of geosynthetics and reinforcement in constructed layers and interlayers, ground improvement and slope stability for transportation infrastructures, compaction technology and management, maintenance technology, the impact of climate, embankments for highways and high-speed trains, transition zones, dredging, underwater geotechnics for infrastructure purposes, and the modeling of multi-layered structures and supporting ground under dynamic and repeated loads.
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