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Feasibility of one side 3-D scanning for characterizing aggregate shape
The objective of this paper is to investigate the feasibility of one side 3-D scanning (OSS) method for the shape characterization of aggregate particles in 3-D. Seventy two typical crushed stone particles and 77 typical gravel particles were selected for the investigation. Each selected particle wa...
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| Published in: | International journal of pavement research & technology 2019-03, Vol.12 (2), p.197-205 |
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| Main Authors: | , , , , |
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| Language: | English |
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| cites | cdi_FETCH-LOGICAL-c2310-6981a7908bf35848d9f9a628d3765981c5091e2d66494a23bc3384b47e57cc033 |
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| container_issue | 2 |
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| container_title | International journal of pavement research & technology |
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| creator | Miao, Yinghao Yu, Weixiao Wu, Jiaqi Wang, Sudi Wang, Linbing |
| description | The objective of this paper is to investigate the feasibility of one side 3-D scanning (OSS) method for the shape characterization of aggregate particles in 3-D. Seventy two typical crushed stone particles and 77 typical gravel particles were selected for the investigation. Each selected particle was tested 3 times by the OSS method using a handheld 3-D laser scanner with randomly resting it on a flat plane. The size and shape indicators were calculated for each OSS test and the optimized results were also obtained by a proposed optimizing procedure in accordance with the results of th e 3 times of OSS tests. The whole digital particle (WDP) data of each selected particle was acquired at the same time and the WDP based size and shape indicators were calculated as the references of the feasibility investigation. The statistical tests of all sizes and shape indicators between each OSS based result set and WDP based result set were performed. The OSS based length (
L
) and thickness (
T
) show good reliability for each test. Not every OSS test can obtain reliable results of width (
W
). However, the optimized results of all the 3 OSS based size indicators have enough reliability. All the shape indicators derived from the optimized OSS based size indicators also have enough reliability. The OSS method with employing the optimized results based on multiple (3 or more) tests is statistically feasible. And it is a time-saving way which is suitable for extensive testing in engineering application. |
| doi_str_mv | 10.1007/s42947-019-0025-0 |
| format | article |
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L
) and thickness (
T
) show good reliability for each test. Not every OSS test can obtain reliable results of width (
W
). However, the optimized results of all the 3 OSS based size indicators have enough reliability. All the shape indicators derived from the optimized OSS based size indicators also have enough reliability. The OSS method with employing the optimized results based on multiple (3 or more) tests is statistically feasible. And it is a time-saving way which is suitable for extensive testing in engineering application.</description><identifier>ISSN: 1996-6814</identifier><identifier>EISSN: 1997-1400</identifier><identifier>DOI: 10.1007/s42947-019-0025-0</identifier><language>eng</language><publisher>Singapore: Springer Singapore</publisher><subject>Building Construction and Design ; Civil Engineering ; Crushed stone ; Engineering ; Feasibility ; Indicators ; Mathematical analysis ; Reliability ; Scanning ; Statistical tests ; Structural Materials</subject><ispartof>International journal of pavement research & technology, 2019-03, Vol.12 (2), p.197-205</ispartof><rights>Higher Education Press Limited Company 2019</rights><rights>Copyright Springer Nature B.V. 2019</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c2310-6981a7908bf35848d9f9a628d3765981c5091e2d66494a23bc3384b47e57cc033</citedby><cites>FETCH-LOGICAL-c2310-6981a7908bf35848d9f9a628d3765981c5091e2d66494a23bc3384b47e57cc033</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Miao, Yinghao</creatorcontrib><creatorcontrib>Yu, Weixiao</creatorcontrib><creatorcontrib>Wu, Jiaqi</creatorcontrib><creatorcontrib>Wang, Sudi</creatorcontrib><creatorcontrib>Wang, Linbing</creatorcontrib><title>Feasibility of one side 3-D scanning for characterizing aggregate shape</title><title>International journal of pavement research & technology</title><addtitle>Int. J. Pavement Res. Technol</addtitle><description>The objective of this paper is to investigate the feasibility of one side 3-D scanning (OSS) method for the shape characterization of aggregate particles in 3-D. Seventy two typical crushed stone particles and 77 typical gravel particles were selected for the investigation. Each selected particle was tested 3 times by the OSS method using a handheld 3-D laser scanner with randomly resting it on a flat plane. The size and shape indicators were calculated for each OSS test and the optimized results were also obtained by a proposed optimizing procedure in accordance with the results of th e 3 times of OSS tests. The whole digital particle (WDP) data of each selected particle was acquired at the same time and the WDP based size and shape indicators were calculated as the references of the feasibility investigation. The statistical tests of all sizes and shape indicators between each OSS based result set and WDP based result set were performed. The OSS based length (
L
) and thickness (
T
) show good reliability for each test. Not every OSS test can obtain reliable results of width (
W
). However, the optimized results of all the 3 OSS based size indicators have enough reliability. All the shape indicators derived from the optimized OSS based size indicators also have enough reliability. The OSS method with employing the optimized results based on multiple (3 or more) tests is statistically feasible. And it is a time-saving way which is suitable for extensive testing in engineering application.</description><subject>Building Construction and Design</subject><subject>Civil Engineering</subject><subject>Crushed stone</subject><subject>Engineering</subject><subject>Feasibility</subject><subject>Indicators</subject><subject>Mathematical analysis</subject><subject>Reliability</subject><subject>Scanning</subject><subject>Statistical tests</subject><subject>Structural Materials</subject><issn>1996-6814</issn><issn>1997-1400</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><recordid>eNp1kEtLAzEUhYMoWGp_gLuA6-jNY_JYSrVVKLjRdchkMtNInanJdFF_vakjuHJ1L-eecy58CF1TuKUA6i4LZoQiQA0BYBWBMzSjxihCBcD5zy6J1FRcokXOsQYhGNVGyBlar4IrStzF8YiHFg99wDk2AXPygLN3fR_7DrdDwn7rkvNjSPHrJLmuS6FzY7Fv3T5coYvW7XJY_M45els9vi6fyOZl_by83xDPOAUijaZOGdB1yystdGNa4yTTDVeyKjdfgaGBNVIKIxzjtedci1qoUCnvgfM5upl692n4PIQ82vfhkPry0jLOGNes0rq46OTyacg5hdbuU_xw6Wgp2BMyOyGzBZk9IbNQMmzK5OLtu5D-mv8PfQO5EWvP</recordid><startdate>20190301</startdate><enddate>20190301</enddate><creator>Miao, Yinghao</creator><creator>Yu, Weixiao</creator><creator>Wu, Jiaqi</creator><creator>Wang, Sudi</creator><creator>Wang, Linbing</creator><general>Springer Singapore</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20190301</creationdate><title>Feasibility of one side 3-D scanning for characterizing aggregate shape</title><author>Miao, Yinghao ; Yu, Weixiao ; Wu, Jiaqi ; Wang, Sudi ; Wang, Linbing</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2310-6981a7908bf35848d9f9a628d3765981c5091e2d66494a23bc3384b47e57cc033</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Building Construction and Design</topic><topic>Civil Engineering</topic><topic>Crushed stone</topic><topic>Engineering</topic><topic>Feasibility</topic><topic>Indicators</topic><topic>Mathematical analysis</topic><topic>Reliability</topic><topic>Scanning</topic><topic>Statistical tests</topic><topic>Structural Materials</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Miao, Yinghao</creatorcontrib><creatorcontrib>Yu, Weixiao</creatorcontrib><creatorcontrib>Wu, Jiaqi</creatorcontrib><creatorcontrib>Wang, Sudi</creatorcontrib><creatorcontrib>Wang, Linbing</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>International journal of pavement research & technology</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Miao, Yinghao</au><au>Yu, Weixiao</au><au>Wu, Jiaqi</au><au>Wang, Sudi</au><au>Wang, Linbing</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Feasibility of one side 3-D scanning for characterizing aggregate shape</atitle><jtitle>International journal of pavement research & technology</jtitle><stitle>Int. J. Pavement Res. Technol</stitle><date>2019-03-01</date><risdate>2019</risdate><volume>12</volume><issue>2</issue><spage>197</spage><epage>205</epage><pages>197-205</pages><issn>1996-6814</issn><eissn>1997-1400</eissn><abstract>The objective of this paper is to investigate the feasibility of one side 3-D scanning (OSS) method for the shape characterization of aggregate particles in 3-D. Seventy two typical crushed stone particles and 77 typical gravel particles were selected for the investigation. Each selected particle was tested 3 times by the OSS method using a handheld 3-D laser scanner with randomly resting it on a flat plane. The size and shape indicators were calculated for each OSS test and the optimized results were also obtained by a proposed optimizing procedure in accordance with the results of th e 3 times of OSS tests. The whole digital particle (WDP) data of each selected particle was acquired at the same time and the WDP based size and shape indicators were calculated as the references of the feasibility investigation. The statistical tests of all sizes and shape indicators between each OSS based result set and WDP based result set were performed. The OSS based length (
L
) and thickness (
T
) show good reliability for each test. Not every OSS test can obtain reliable results of width (
W
). However, the optimized results of all the 3 OSS based size indicators have enough reliability. All the shape indicators derived from the optimized OSS based size indicators also have enough reliability. The OSS method with employing the optimized results based on multiple (3 or more) tests is statistically feasible. And it is a time-saving way which is suitable for extensive testing in engineering application.</abstract><cop>Singapore</cop><pub>Springer Singapore</pub><doi>10.1007/s42947-019-0025-0</doi><tpages>9</tpages></addata></record> |
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| identifier | ISSN: 1996-6814 |
| ispartof | International journal of pavement research & technology, 2019-03, Vol.12 (2), p.197-205 |
| issn | 1996-6814 1997-1400 |
| language | eng |
| recordid | cdi_proquest_journals_2322382588 |
| source | Springer Link |
| subjects | Building Construction and Design Civil Engineering Crushed stone Engineering Feasibility Indicators Mathematical analysis Reliability Scanning Statistical tests Structural Materials |
| title | Feasibility of one side 3-D scanning for characterizing aggregate shape |
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