Study on the automated characterization of particle size and shape of stacked gravelly soils via deep learning

IF 5.7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Jian Gong, Ziyang Liu, Jiayan Nie, Yifei Cui, Jie Jiang, Xiaoduo Ou
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引用次数: 0

Abstract

The mechanical behavior of gravelly soils is influenced by their particle size and shape. Traditionally, particle size and shape can be determined through sieve analysis, the Krumbein & Sloss chart, or mathematical calculations based on discrete particle images. However, these methods are challenging to apply to the scenarios where particles are difficult to collect, such as when particles are oversized or located in remote areas. This study explores the feasibility of quantifying the size and shape of on-site stacked gravelly soils using a deep learning model. The deep learning model SOLOv2, based on convolutional neural network, is utilized as the foundational network framework for identifying particles in stacked particle images. The model’s performance is enhanced using modulated deformable convolution networks. To explore the impact of particle overlap in stacked particle images on quantification results, two recognition modes are considered: one that recognizes only nonoverlapping particles and another that recognizes all particles. The recognized particles are used to quantify corresponding size and shape parameters through mathematical calculations, such as Feret diameter, equivalent area diameter, roundness and sphericity. In addition, in order to verify the reliability of the quantitative results, this study conducts a systematic comparison with traditional methods. The comparative results indicate that, for particle size quantification, the trained model yields reliable measurements regardless of the recognition mode employed. However, for particle shape quantification, only the mode that recognizes nonoverlapping particles produces accurate shape measurement results. Consequently, the proposed trained model can accurately quantify the size and shape parameters of gravelly soils based solely on on-site stacked particle images, without the need for particle collection and separation.

Abstract Image

基于深度学习的堆积砾石土粒径和形状自动表征研究
砾质土的力学特性受其颗粒大小和形状的影响。传统上,颗粒的大小和形状可以通过筛分分析来确定。Sloss图,或基于离散粒子图像的数学计算。然而,这些方法很难应用于难以收集颗粒的情况,例如当颗粒过大或位于偏远地区时。本研究探讨了利用深度学习模型对现场堆积砂砾土的大小和形状进行量化的可行性。利用基于卷积神经网络的深度学习模型SOLOv2作为堆叠粒子图像中粒子识别的基础网络框架。采用调制变形卷积网络增强了模型的性能。为了探讨叠加粒子图像中粒子重叠对量化结果的影响,我们考虑了两种识别模式:一种是只识别不重叠的粒子,另一种是识别所有粒子。利用识别出的颗粒,通过数学计算来量化相应的尺寸和形状参数,如Feret直径、等效面积直径、圆度和球度。此外,为了验证定量结果的可靠性,本研究与传统方法进行了系统的比较。对比结果表明,对于粒度量化,无论采用何种识别模式,所训练的模型都能产生可靠的测量结果。然而,对于粒子形状量化,只有识别非重叠粒子的模式才能获得准确的形状测量结果。因此,所提出的训练模型可以仅根据现场堆积的颗粒图像准确地量化砾石土的大小和形状参数,而无需进行颗粒收集和分离。
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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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