Numerical Analysis of Semi-rigid Asphalt Pavement Deflection under Dynamic Traffic Load

In order to detect dynamic deflection rapidly and continuously, a dynamic model under traffic load of asphalt pavement finite element was built, dynamic deflection with different traffic speeds and different point were studied; the dynamic deflection with different thickness of pavement layers and d...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:IOP conference series. Materials Science and Engineering 2019-11, Vol.688 (2), p.22038
Hauptverfasser: Yue, Xuejun, Shi, Jicun, Wang, Junxiong, Zhang, Qing, Li, Zhongyu, Liu, Tingguo
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page
container_issue 2
container_start_page 22038
container_title IOP conference series. Materials Science and Engineering
container_volume 688
creator Yue, Xuejun
Shi, Jicun
Wang, Junxiong
Zhang, Qing
Li, Zhongyu
Liu, Tingguo
description In order to detect dynamic deflection rapidly and continuously, a dynamic model under traffic load of asphalt pavement finite element was built, dynamic deflection with different traffic speeds and different point were studied; the dynamic deflection with different thickness of pavement layers and different dynamic modulus were also studied. Results show that the dynamic deflection is different with different traffic, the higher the speed the smaller the deflection, and the maximum deflection lags the peak traffic loads; road pavement thickness increased significantly reduced dynamic deflection, the order of thickness impact dynamic deflection was the surface layer, the base and subbase; the layers modulus increases the dynamic deflection reduced. Findings contribute to developing continuous and rapid dynamic deflection testing equipment based on dynamic deflection characteristics of the road surface.
doi_str_mv 10.1088/1757-899X/688/2/022038
format Article
fullrecord <record><control><sourceid>proquest_iop_j</sourceid><recordid>TN_cdi_proquest_journals_2561501722</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2561501722</sourcerecordid><originalsourceid>FETCH-LOGICAL-c2368-c960585704e5c936802ad717c28e5f1be614918cfdc8fbadd71d36b883e888663</originalsourceid><addsrcrecordid>eNqFkF1LwzAUhoMoOKd_QQJe1yVpm55ejs0vGCo40buQpYlmtE1NWmH_3ozKvPTqPR_ve-A8CF1Sck0JwIwWeZFAWb7PeOzYjDBGUjhCk8Pi-FADPUVnIWwJ4UWWkQl6exwa7a2SNZ63st4FG7Az-EU3NvH2w1Z4HrpPWff4WX7rRrc9XmpTa9Vb1-KhrbTHy10rG6vw2ktjoq6crM7RiZF10Be_OkWvtzfrxX2yerp7WMxXiWIph0SVnOSQFyTTuSrjhDBZFbRQDHRu6EZzmpUUlKkUmI2s4q5K-QYg1QDAeTpFV-PdzruvQYdebN3g4ydBsJzTnNCCsejio0t5F4LXRnTeNtLvBCViD1Hs-Yg9KxEhCiZGiDHIxqB13d_lf0I_qMhzcA</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2561501722</pqid></control><display><type>article</type><title>Numerical Analysis of Semi-rigid Asphalt Pavement Deflection under Dynamic Traffic Load</title><source>IOP Publishing Free Content</source><source>Institute of Physics IOPscience extra</source><source>EZB-FREE-00999 freely available EZB journals</source><source>Free Full-Text Journals in Chemistry</source><creator>Yue, Xuejun ; Shi, Jicun ; Wang, Junxiong ; Zhang, Qing ; Li, Zhongyu ; Liu, Tingguo</creator><creatorcontrib>Yue, Xuejun ; Shi, Jicun ; Wang, Junxiong ; Zhang, Qing ; Li, Zhongyu ; Liu, Tingguo</creatorcontrib><description>In order to detect dynamic deflection rapidly and continuously, a dynamic model under traffic load of asphalt pavement finite element was built, dynamic deflection with different traffic speeds and different point were studied; the dynamic deflection with different thickness of pavement layers and different dynamic modulus were also studied. Results show that the dynamic deflection is different with different traffic, the higher the speed the smaller the deflection, and the maximum deflection lags the peak traffic loads; road pavement thickness increased significantly reduced dynamic deflection, the order of thickness impact dynamic deflection was the surface layer, the base and subbase; the layers modulus increases the dynamic deflection reduced. Findings contribute to developing continuous and rapid dynamic deflection testing equipment based on dynamic deflection characteristics of the road surface.</description><identifier>ISSN: 1757-8981</identifier><identifier>EISSN: 1757-899X</identifier><identifier>DOI: 10.1088/1757-899X/688/2/022038</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>Asphalt pavements ; Dynamic models ; Numerical analysis ; Pavement deflections ; Rigid pavements ; Surface layers ; Test equipment ; Thickness ; Traffic models ; Traffic speed</subject><ispartof>IOP conference series. Materials Science and Engineering, 2019-11, Vol.688 (2), p.22038</ispartof><rights>Published under licence by IOP Publishing Ltd</rights><rights>2019. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://iopscience.iop.org/article/10.1088/1757-899X/688/2/022038/pdf$$EPDF$$P50$$Giop$$Hfree_for_read</linktopdf><link.rule.ids>314,776,780,27903,27904,38847,38869,53819,53846</link.rule.ids></links><search><creatorcontrib>Yue, Xuejun</creatorcontrib><creatorcontrib>Shi, Jicun</creatorcontrib><creatorcontrib>Wang, Junxiong</creatorcontrib><creatorcontrib>Zhang, Qing</creatorcontrib><creatorcontrib>Li, Zhongyu</creatorcontrib><creatorcontrib>Liu, Tingguo</creatorcontrib><title>Numerical Analysis of Semi-rigid Asphalt Pavement Deflection under Dynamic Traffic Load</title><title>IOP conference series. Materials Science and Engineering</title><addtitle>IOP Conf. Ser.: Mater. Sci. Eng</addtitle><description>In order to detect dynamic deflection rapidly and continuously, a dynamic model under traffic load of asphalt pavement finite element was built, dynamic deflection with different traffic speeds and different point were studied; the dynamic deflection with different thickness of pavement layers and different dynamic modulus were also studied. Results show that the dynamic deflection is different with different traffic, the higher the speed the smaller the deflection, and the maximum deflection lags the peak traffic loads; road pavement thickness increased significantly reduced dynamic deflection, the order of thickness impact dynamic deflection was the surface layer, the base and subbase; the layers modulus increases the dynamic deflection reduced. Findings contribute to developing continuous and rapid dynamic deflection testing equipment based on dynamic deflection characteristics of the road surface.</description><subject>Asphalt pavements</subject><subject>Dynamic models</subject><subject>Numerical analysis</subject><subject>Pavement deflections</subject><subject>Rigid pavements</subject><subject>Surface layers</subject><subject>Test equipment</subject><subject>Thickness</subject><subject>Traffic models</subject><subject>Traffic speed</subject><issn>1757-8981</issn><issn>1757-899X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><sourceid>O3W</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNqFkF1LwzAUhoMoOKd_QQJe1yVpm55ejs0vGCo40buQpYlmtE1NWmH_3ozKvPTqPR_ve-A8CF1Sck0JwIwWeZFAWb7PeOzYjDBGUjhCk8Pi-FADPUVnIWwJ4UWWkQl6exwa7a2SNZ63st4FG7Az-EU3NvH2w1Z4HrpPWff4WX7rRrc9XmpTa9Vb1-KhrbTHy10rG6vw2ktjoq6crM7RiZF10Be_OkWvtzfrxX2yerp7WMxXiWIph0SVnOSQFyTTuSrjhDBZFbRQDHRu6EZzmpUUlKkUmI2s4q5K-QYg1QDAeTpFV-PdzruvQYdebN3g4ydBsJzTnNCCsejio0t5F4LXRnTeNtLvBCViD1Hs-Yg9KxEhCiZGiDHIxqB13d_lf0I_qMhzcA</recordid><startdate>20191101</startdate><enddate>20191101</enddate><creator>Yue, Xuejun</creator><creator>Shi, Jicun</creator><creator>Wang, Junxiong</creator><creator>Zhang, Qing</creator><creator>Li, Zhongyu</creator><creator>Liu, Tingguo</creator><general>IOP Publishing</general><scope>O3W</scope><scope>TSCCA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FE</scope><scope>8FG</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>HCIFZ</scope><scope>KB.</scope><scope>L6V</scope><scope>M7S</scope><scope>PDBOC</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope></search><sort><creationdate>20191101</creationdate><title>Numerical Analysis of Semi-rigid Asphalt Pavement Deflection under Dynamic Traffic Load</title><author>Yue, Xuejun ; Shi, Jicun ; Wang, Junxiong ; Zhang, Qing ; Li, Zhongyu ; Liu, Tingguo</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2368-c960585704e5c936802ad717c28e5f1be614918cfdc8fbadd71d36b883e888663</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Asphalt pavements</topic><topic>Dynamic models</topic><topic>Numerical analysis</topic><topic>Pavement deflections</topic><topic>Rigid pavements</topic><topic>Surface layers</topic><topic>Test equipment</topic><topic>Thickness</topic><topic>Traffic models</topic><topic>Traffic speed</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Yue, Xuejun</creatorcontrib><creatorcontrib>Shi, Jicun</creatorcontrib><creatorcontrib>Wang, Junxiong</creatorcontrib><creatorcontrib>Zhang, Qing</creatorcontrib><creatorcontrib>Li, Zhongyu</creatorcontrib><creatorcontrib>Liu, Tingguo</creatorcontrib><collection>IOP Publishing Free Content</collection><collection>IOPscience (Open Access)</collection><collection>CrossRef</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</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>SciTech Premium Collection</collection><collection>Materials Science Database</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Materials Science Collection</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering Collection</collection><jtitle>IOP conference series. Materials Science and Engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Yue, Xuejun</au><au>Shi, Jicun</au><au>Wang, Junxiong</au><au>Zhang, Qing</au><au>Li, Zhongyu</au><au>Liu, Tingguo</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Numerical Analysis of Semi-rigid Asphalt Pavement Deflection under Dynamic Traffic Load</atitle><jtitle>IOP conference series. Materials Science and Engineering</jtitle><addtitle>IOP Conf. Ser.: Mater. Sci. Eng</addtitle><date>2019-11-01</date><risdate>2019</risdate><volume>688</volume><issue>2</issue><spage>22038</spage><pages>22038-</pages><issn>1757-8981</issn><eissn>1757-899X</eissn><abstract>In order to detect dynamic deflection rapidly and continuously, a dynamic model under traffic load of asphalt pavement finite element was built, dynamic deflection with different traffic speeds and different point were studied; the dynamic deflection with different thickness of pavement layers and different dynamic modulus were also studied. Results show that the dynamic deflection is different with different traffic, the higher the speed the smaller the deflection, and the maximum deflection lags the peak traffic loads; road pavement thickness increased significantly reduced dynamic deflection, the order of thickness impact dynamic deflection was the surface layer, the base and subbase; the layers modulus increases the dynamic deflection reduced. Findings contribute to developing continuous and rapid dynamic deflection testing equipment based on dynamic deflection characteristics of the road surface.</abstract><cop>Bristol</cop><pub>IOP Publishing</pub><doi>10.1088/1757-899X/688/2/022038</doi><tpages>6</tpages><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 1757-8981
ispartof IOP conference series. Materials Science and Engineering, 2019-11, Vol.688 (2), p.22038
issn 1757-8981
1757-899X
language eng
recordid cdi_proquest_journals_2561501722
source IOP Publishing Free Content; Institute of Physics IOPscience extra; EZB-FREE-00999 freely available EZB journals; Free Full-Text Journals in Chemistry
subjects Asphalt pavements
Dynamic models
Numerical analysis
Pavement deflections
Rigid pavements
Surface layers
Test equipment
Thickness
Traffic models
Traffic speed
title Numerical Analysis of Semi-rigid Asphalt Pavement Deflection under Dynamic Traffic Load
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-22T13%3A10%3A37IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_iop_j&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Numerical%20Analysis%20of%20Semi-rigid%20Asphalt%20Pavement%20Deflection%20under%20Dynamic%20Traffic%20Load&rft.jtitle=IOP%20conference%20series.%20Materials%20Science%20and%20Engineering&rft.au=Yue,%20Xuejun&rft.date=2019-11-01&rft.volume=688&rft.issue=2&rft.spage=22038&rft.pages=22038-&rft.issn=1757-8981&rft.eissn=1757-899X&rft_id=info:doi/10.1088/1757-899X/688/2/022038&rft_dat=%3Cproquest_iop_j%3E2561501722%3C/proquest_iop_j%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2561501722&rft_id=info:pmid/&rfr_iscdi=true