Quantifying the morphology of crushed sand particles using X-ray micro-tomography

Particle breakage plays a crucial role in determining the macroscopic mechanical behaviors of granular materials, such as compressibility and shear strength. This study aims to investigate the mechanical behavior and particle shape evolutions of three types of granular materials, namely Leighton Buz...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Granular matter 2023-11, Vol.25 (4), p.80, Article 80
Hauptverfasser: Wu, Mengmeng, Lu, Jiatai, Li, Xintong, Pan, Sicheng, Wang, Jianfeng, Yin, Zhenyu
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page
container_issue 4
container_start_page 80
container_title Granular matter
container_volume 25
creator Wu, Mengmeng
Lu, Jiatai
Li, Xintong
Pan, Sicheng
Wang, Jianfeng
Yin, Zhenyu
description Particle breakage plays a crucial role in determining the macroscopic mechanical behaviors of granular materials, such as compressibility and shear strength. This study aims to investigate the mechanical behavior and particle shape evolutions of three types of granular materials, namely Leighton Buzzard sand (LBS), glass bead (GB), and carbonate sands (CSs), through a series of 1D compression tests. The study employs micro-computed tomography (micro-CT), image processing, and analysis techniques to build a comprehensive fragmentation database and elucidate the statistical mechanical behavior of granular materials. A set of samples were prepared for each granular material type and compressed to a desired stress level. The compressed samples and natural sand particles were then scanned using micro-CT, and the irregular particle morphologies were reconstructed through a series of image processing techniques. By analyzing the particle size distributions and the evolutions of the particle shape, a detailed comparison between the LBS, GB, and CS particles was conducted. The study reveals that the mechanical behavior and fracture patterns of granular materials are influenced by the initial particle morphology and mineralogy. The CS particles, which exhibit abundant intra-particle pores and irregular morphology, have lower compressive strength and higher compressibility compared to LBS and GB particles. Furthermore, the study finds that the particle size of the newly generated fragments for LBS, GB, and CS particles is primarily concentrated around 0.3 mm, 0.65 mm, and 0.18 mm, respectively, indicating significant differences in the particle failure modes between them. The statistical analysis of the newly generated fragments provides quantitative results that help us better understand the development of particle breakage and gain deep insights into the role of grain shape in the mechanical behavior of granular materials. Graphical abstract
doi_str_mv 10.1007/s10035-023-01371-6
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2873089167</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2873089167</sourcerecordid><originalsourceid>FETCH-LOGICAL-c319t-5f460e8fba33b95e82d3f60f29ebaefa4b7c52af462f63230a0d5346681b21e53</originalsourceid><addsrcrecordid>eNp9kE1LxDAQhoMouK7-AU8Bz9Ek06TtURa_YEEWFLyFtE3aLtumJu2h_96sXfDmZWYOzzszPAjdMnrPKE0fQqwgCOVAKIOUEXmGViyBhKQS5PlpFpSzS3QVwp5SJnKWrtBuN-l-bO3c9jUeG4M754fGHVw9Y2dx6afQmAoH3Vd40H5sy4MJeApH_It4PeOuLb0jo-tc7fXQzNfowupDMDenvkafz08fm1eyfX952zxuSQksH4mwiaQms4UGKHJhMl6BldTy3BTaWJ0UaSm4jhS3EjhQTSsBiZQZKzgzAtbobtk7ePc9mTCqvZt8H08qnqVAs5zJNFJ8oeKTIXhj1eDbTvtZMaqO6tSiTkV16ledkjEESyhEuK-N_1v9T-oHXjRx6w</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2873089167</pqid></control><display><type>article</type><title>Quantifying the morphology of crushed sand particles using X-ray micro-tomography</title><source>SpringerLink Journals - AutoHoldings</source><creator>Wu, Mengmeng ; Lu, Jiatai ; Li, Xintong ; Pan, Sicheng ; Wang, Jianfeng ; Yin, Zhenyu</creator><creatorcontrib>Wu, Mengmeng ; Lu, Jiatai ; Li, Xintong ; Pan, Sicheng ; Wang, Jianfeng ; Yin, Zhenyu</creatorcontrib><description>Particle breakage plays a crucial role in determining the macroscopic mechanical behaviors of granular materials, such as compressibility and shear strength. This study aims to investigate the mechanical behavior and particle shape evolutions of three types of granular materials, namely Leighton Buzzard sand (LBS), glass bead (GB), and carbonate sands (CSs), through a series of 1D compression tests. The study employs micro-computed tomography (micro-CT), image processing, and analysis techniques to build a comprehensive fragmentation database and elucidate the statistical mechanical behavior of granular materials. A set of samples were prepared for each granular material type and compressed to a desired stress level. The compressed samples and natural sand particles were then scanned using micro-CT, and the irregular particle morphologies were reconstructed through a series of image processing techniques. By analyzing the particle size distributions and the evolutions of the particle shape, a detailed comparison between the LBS, GB, and CS particles was conducted. The study reveals that the mechanical behavior and fracture patterns of granular materials are influenced by the initial particle morphology and mineralogy. The CS particles, which exhibit abundant intra-particle pores and irregular morphology, have lower compressive strength and higher compressibility compared to LBS and GB particles. Furthermore, the study finds that the particle size of the newly generated fragments for LBS, GB, and CS particles is primarily concentrated around 0.3 mm, 0.65 mm, and 0.18 mm, respectively, indicating significant differences in the particle failure modes between them. The statistical analysis of the newly generated fragments provides quantitative results that help us better understand the development of particle breakage and gain deep insights into the role of grain shape in the mechanical behavior of granular materials. Graphical abstract</description><identifier>ISSN: 1434-5021</identifier><identifier>EISSN: 1434-7636</identifier><identifier>DOI: 10.1007/s10035-023-01371-6</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Breakage ; Complex Fluids and Microfluidics ; Compressibility ; Compression tests ; Compressive strength ; Computed tomography ; Engineering Fluid Dynamics ; Engineering Thermodynamics ; Failure modes ; Foundations ; Fragments ; Geoengineering ; Granular materials ; Heat and Mass Transfer ; Hydraulics ; Image compression ; Image processing ; Industrial Chemistry/Chemical Engineering ; Irregular particles ; Materials Science ; Mechanical properties ; Medical imaging ; Mineralogy ; Morphology ; Original Report ; Particle shape ; Particle size ; Particle size distribution ; Physics ; Physics and Astronomy ; Samples ; Sand ; Sand &amp; gravel ; Shear strength ; Soft and Granular Matter ; Statistical analysis ; Tomography ; X ray microtomography</subject><ispartof>Granular matter, 2023-11, Vol.25 (4), p.80, Article 80</ispartof><rights>The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c319t-5f460e8fba33b95e82d3f60f29ebaefa4b7c52af462f63230a0d5346681b21e53</citedby><cites>FETCH-LOGICAL-c319t-5f460e8fba33b95e82d3f60f29ebaefa4b7c52af462f63230a0d5346681b21e53</cites><orcidid>0000-0002-6392-218X</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s10035-023-01371-6$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s10035-023-01371-6$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>315,782,786,27931,27932,41495,42564,51326</link.rule.ids></links><search><creatorcontrib>Wu, Mengmeng</creatorcontrib><creatorcontrib>Lu, Jiatai</creatorcontrib><creatorcontrib>Li, Xintong</creatorcontrib><creatorcontrib>Pan, Sicheng</creatorcontrib><creatorcontrib>Wang, Jianfeng</creatorcontrib><creatorcontrib>Yin, Zhenyu</creatorcontrib><title>Quantifying the morphology of crushed sand particles using X-ray micro-tomography</title><title>Granular matter</title><addtitle>Granular Matter</addtitle><description>Particle breakage plays a crucial role in determining the macroscopic mechanical behaviors of granular materials, such as compressibility and shear strength. This study aims to investigate the mechanical behavior and particle shape evolutions of three types of granular materials, namely Leighton Buzzard sand (LBS), glass bead (GB), and carbonate sands (CSs), through a series of 1D compression tests. The study employs micro-computed tomography (micro-CT), image processing, and analysis techniques to build a comprehensive fragmentation database and elucidate the statistical mechanical behavior of granular materials. A set of samples were prepared for each granular material type and compressed to a desired stress level. The compressed samples and natural sand particles were then scanned using micro-CT, and the irregular particle morphologies were reconstructed through a series of image processing techniques. By analyzing the particle size distributions and the evolutions of the particle shape, a detailed comparison between the LBS, GB, and CS particles was conducted. The study reveals that the mechanical behavior and fracture patterns of granular materials are influenced by the initial particle morphology and mineralogy. The CS particles, which exhibit abundant intra-particle pores and irregular morphology, have lower compressive strength and higher compressibility compared to LBS and GB particles. Furthermore, the study finds that the particle size of the newly generated fragments for LBS, GB, and CS particles is primarily concentrated around 0.3 mm, 0.65 mm, and 0.18 mm, respectively, indicating significant differences in the particle failure modes between them. The statistical analysis of the newly generated fragments provides quantitative results that help us better understand the development of particle breakage and gain deep insights into the role of grain shape in the mechanical behavior of granular materials. Graphical abstract</description><subject>Breakage</subject><subject>Complex Fluids and Microfluidics</subject><subject>Compressibility</subject><subject>Compression tests</subject><subject>Compressive strength</subject><subject>Computed tomography</subject><subject>Engineering Fluid Dynamics</subject><subject>Engineering Thermodynamics</subject><subject>Failure modes</subject><subject>Foundations</subject><subject>Fragments</subject><subject>Geoengineering</subject><subject>Granular materials</subject><subject>Heat and Mass Transfer</subject><subject>Hydraulics</subject><subject>Image compression</subject><subject>Image processing</subject><subject>Industrial Chemistry/Chemical Engineering</subject><subject>Irregular particles</subject><subject>Materials Science</subject><subject>Mechanical properties</subject><subject>Medical imaging</subject><subject>Mineralogy</subject><subject>Morphology</subject><subject>Original Report</subject><subject>Particle shape</subject><subject>Particle size</subject><subject>Particle size distribution</subject><subject>Physics</subject><subject>Physics and Astronomy</subject><subject>Samples</subject><subject>Sand</subject><subject>Sand &amp; gravel</subject><subject>Shear strength</subject><subject>Soft and Granular Matter</subject><subject>Statistical analysis</subject><subject>Tomography</subject><subject>X ray microtomography</subject><issn>1434-5021</issn><issn>1434-7636</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp9kE1LxDAQhoMouK7-AU8Bz9Ek06TtURa_YEEWFLyFtE3aLtumJu2h_96sXfDmZWYOzzszPAjdMnrPKE0fQqwgCOVAKIOUEXmGViyBhKQS5PlpFpSzS3QVwp5SJnKWrtBuN-l-bO3c9jUeG4M754fGHVw9Y2dx6afQmAoH3Vd40H5sy4MJeApH_It4PeOuLb0jo-tc7fXQzNfowupDMDenvkafz08fm1eyfX952zxuSQksH4mwiaQms4UGKHJhMl6BldTy3BTaWJ0UaSm4jhS3EjhQTSsBiZQZKzgzAtbobtk7ePc9mTCqvZt8H08qnqVAs5zJNFJ8oeKTIXhj1eDbTvtZMaqO6tSiTkV16ledkjEESyhEuK-N_1v9T-oHXjRx6w</recordid><startdate>20231101</startdate><enddate>20231101</enddate><creator>Wu, Mengmeng</creator><creator>Lu, Jiatai</creator><creator>Li, Xintong</creator><creator>Pan, Sicheng</creator><creator>Wang, Jianfeng</creator><creator>Yin, Zhenyu</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7SR</scope><scope>7TB</scope><scope>7XB</scope><scope>88I</scope><scope>8AO</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>L6V</scope><scope>M2P</scope><scope>M7S</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>Q9U</scope><orcidid>https://orcid.org/0000-0002-6392-218X</orcidid></search><sort><creationdate>20231101</creationdate><title>Quantifying the morphology of crushed sand particles using X-ray micro-tomography</title><author>Wu, Mengmeng ; Lu, Jiatai ; Li, Xintong ; Pan, Sicheng ; Wang, Jianfeng ; Yin, Zhenyu</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-5f460e8fba33b95e82d3f60f29ebaefa4b7c52af462f63230a0d5346681b21e53</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Breakage</topic><topic>Complex Fluids and Microfluidics</topic><topic>Compressibility</topic><topic>Compression tests</topic><topic>Compressive strength</topic><topic>Computed tomography</topic><topic>Engineering Fluid Dynamics</topic><topic>Engineering Thermodynamics</topic><topic>Failure modes</topic><topic>Foundations</topic><topic>Fragments</topic><topic>Geoengineering</topic><topic>Granular materials</topic><topic>Heat and Mass Transfer</topic><topic>Hydraulics</topic><topic>Image compression</topic><topic>Image processing</topic><topic>Industrial Chemistry/Chemical Engineering</topic><topic>Irregular particles</topic><topic>Materials Science</topic><topic>Mechanical properties</topic><topic>Medical imaging</topic><topic>Mineralogy</topic><topic>Morphology</topic><topic>Original Report</topic><topic>Particle shape</topic><topic>Particle size</topic><topic>Particle size distribution</topic><topic>Physics</topic><topic>Physics and Astronomy</topic><topic>Samples</topic><topic>Sand</topic><topic>Sand &amp; gravel</topic><topic>Shear strength</topic><topic>Soft and Granular Matter</topic><topic>Statistical analysis</topic><topic>Tomography</topic><topic>X ray microtomography</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wu, Mengmeng</creatorcontrib><creatorcontrib>Lu, Jiatai</creatorcontrib><creatorcontrib>Li, Xintong</creatorcontrib><creatorcontrib>Pan, Sicheng</creatorcontrib><creatorcontrib>Wang, Jianfeng</creatorcontrib><creatorcontrib>Yin, Zhenyu</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Engineered Materials Abstracts</collection><collection>Mechanical &amp; Transportation Engineering Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>ProQuest Pharma Collection</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Materials Science &amp; Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Science Database</collection><collection>Engineering Database</collection><collection>Materials Science Collection</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Engineering Collection</collection><collection>ProQuest Central Basic</collection><jtitle>Granular matter</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wu, Mengmeng</au><au>Lu, Jiatai</au><au>Li, Xintong</au><au>Pan, Sicheng</au><au>Wang, Jianfeng</au><au>Yin, Zhenyu</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Quantifying the morphology of crushed sand particles using X-ray micro-tomography</atitle><jtitle>Granular matter</jtitle><stitle>Granular Matter</stitle><date>2023-11-01</date><risdate>2023</risdate><volume>25</volume><issue>4</issue><spage>80</spage><pages>80-</pages><artnum>80</artnum><issn>1434-5021</issn><eissn>1434-7636</eissn><abstract>Particle breakage plays a crucial role in determining the macroscopic mechanical behaviors of granular materials, such as compressibility and shear strength. This study aims to investigate the mechanical behavior and particle shape evolutions of three types of granular materials, namely Leighton Buzzard sand (LBS), glass bead (GB), and carbonate sands (CSs), through a series of 1D compression tests. The study employs micro-computed tomography (micro-CT), image processing, and analysis techniques to build a comprehensive fragmentation database and elucidate the statistical mechanical behavior of granular materials. A set of samples were prepared for each granular material type and compressed to a desired stress level. The compressed samples and natural sand particles were then scanned using micro-CT, and the irregular particle morphologies were reconstructed through a series of image processing techniques. By analyzing the particle size distributions and the evolutions of the particle shape, a detailed comparison between the LBS, GB, and CS particles was conducted. The study reveals that the mechanical behavior and fracture patterns of granular materials are influenced by the initial particle morphology and mineralogy. The CS particles, which exhibit abundant intra-particle pores and irregular morphology, have lower compressive strength and higher compressibility compared to LBS and GB particles. Furthermore, the study finds that the particle size of the newly generated fragments for LBS, GB, and CS particles is primarily concentrated around 0.3 mm, 0.65 mm, and 0.18 mm, respectively, indicating significant differences in the particle failure modes between them. The statistical analysis of the newly generated fragments provides quantitative results that help us better understand the development of particle breakage and gain deep insights into the role of grain shape in the mechanical behavior of granular materials. Graphical abstract</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s10035-023-01371-6</doi><orcidid>https://orcid.org/0000-0002-6392-218X</orcidid></addata></record>
fulltext fulltext
identifier ISSN: 1434-5021
ispartof Granular matter, 2023-11, Vol.25 (4), p.80, Article 80
issn 1434-5021
1434-7636
language eng
recordid cdi_proquest_journals_2873089167
source SpringerLink Journals - AutoHoldings
subjects Breakage
Complex Fluids and Microfluidics
Compressibility
Compression tests
Compressive strength
Computed tomography
Engineering Fluid Dynamics
Engineering Thermodynamics
Failure modes
Foundations
Fragments
Geoengineering
Granular materials
Heat and Mass Transfer
Hydraulics
Image compression
Image processing
Industrial Chemistry/Chemical Engineering
Irregular particles
Materials Science
Mechanical properties
Medical imaging
Mineralogy
Morphology
Original Report
Particle shape
Particle size
Particle size distribution
Physics
Physics and Astronomy
Samples
Sand
Sand & gravel
Shear strength
Soft and Granular Matter
Statistical analysis
Tomography
X ray microtomography
title Quantifying the morphology of crushed sand particles using X-ray micro-tomography
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-05T01%3A26%3A25IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Quantifying%20the%20morphology%20of%20crushed%20sand%20particles%20using%20X-ray%20micro-tomography&rft.jtitle=Granular%20matter&rft.au=Wu,%20Mengmeng&rft.date=2023-11-01&rft.volume=25&rft.issue=4&rft.spage=80&rft.pages=80-&rft.artnum=80&rft.issn=1434-5021&rft.eissn=1434-7636&rft_id=info:doi/10.1007/s10035-023-01371-6&rft_dat=%3Cproquest_cross%3E2873089167%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2873089167&rft_id=info:pmid/&rfr_iscdi=true