Determining the Cause of Damages in a Multiarch Tunnel Structure through Field Investigation and Numerical Analysis
AbstractA case of damages in the secondary lining of a multiarch tunnel is studied by field investigation and numerical analysis, which is subject to asymmetry pressure and buried at shallow depth. The study focuses on the key influencing factors inducing these damages. The numerical analysis is imp...
Gespeichert in:
| Veröffentlicht in: | Journal of performance of constructed facilities 2017-06, Vol.31 (3) |
|---|---|
| Hauptverfasser: | , , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | |
|---|---|
| container_issue | 3 |
| container_start_page | |
| container_title | Journal of performance of constructed facilities |
| container_volume | 31 |
| creator | Zhang, Yongxing Shi, Yufeng Zhao, Yiding Fu, Lirong Yang, Junsheng |
| description | AbstractA case of damages in the secondary lining of a multiarch tunnel is studied by field investigation and numerical analysis, which is subject to asymmetry pressure and buried at shallow depth. The study focuses on the key influencing factors inducing these damages. The numerical analysis is implemented, taking account of the possible influencing factors obtained from field investigation, in which two cases with different numerical models are utilized to discriminate the effects caused by shallow tunnel depth and asymmetric pressure on the tunnel comparatively. The numerical result demonstrates that the topography with shallow depth and asymmetry pressure has much influence on the safety of the multiarch tunnel’s structure, and the cause of damages in the multiarch tunnel structure can be analyzed by field investigation and numerical simulation, which can provide the design basis for appropriate strengthening of the damaged tunnel structure. |
| doi_str_mv | 10.1061/(ASCE)CF.1943-5509.0000981 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1904222282</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>1864549679</sourcerecordid><originalsourceid>FETCH-LOGICAL-a431t-cd74d470c4bad214cbd6a56b312f894b9879c2181adb5d244801fbdd79ff0d6b3</originalsourceid><addsrcrecordid>eNqFkU1PwyAYgInRxPnxH4gnPXRCS1vwttRVl_hxcJ4JBbphWqpQTPz30mzZzfheSMjzvCE8AFxhNMeowLfXi7dqeVPVc8xIluQ5YnMUh1F8BGaHu2MwQ5SWSUZTegrOvP-ITFqycgb8vR616401dgPHrYaVCF7DoYX3ohcb7aGxUMDn0I1GOLmF62Ct7uDb6IIcg9NRckPYbGFtdKfgyn5rP5qNGM0QRavgS-i1M1J0cGFF9-ONvwAnrei8vtyf5-C9Xq6rx-Tp9WFVLZ4SQTI8JlKVRJESSdIIlWIiG1WIvGgynLaUkYbRkskUUyxUk6uUEIpw2yhVsrZFKnLn4Hq399MNXyE-i_fGS911wuoheI4ZImkcmv6P0oLkhBUli-jdDpVu8N7pln860wv3wzHiUxTOpyi8qvkUgE8B-D5KlIudLOJ2_jEEF__EH8y_xV_8j5IJ</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1864549679</pqid></control><display><type>article</type><title>Determining the Cause of Damages in a Multiarch Tunnel Structure through Field Investigation and Numerical Analysis</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Zhang, Yongxing ; Shi, Yufeng ; Zhao, Yiding ; Fu, Lirong ; Yang, Junsheng</creator><creatorcontrib>Zhang, Yongxing ; Shi, Yufeng ; Zhao, Yiding ; Fu, Lirong ; Yang, Junsheng</creatorcontrib><description>AbstractA case of damages in the secondary lining of a multiarch tunnel is studied by field investigation and numerical analysis, which is subject to asymmetry pressure and buried at shallow depth. The study focuses on the key influencing factors inducing these damages. The numerical analysis is implemented, taking account of the possible influencing factors obtained from field investigation, in which two cases with different numerical models are utilized to discriminate the effects caused by shallow tunnel depth and asymmetric pressure on the tunnel comparatively. The numerical result demonstrates that the topography with shallow depth and asymmetry pressure has much influence on the safety of the multiarch tunnel’s structure, and the cause of damages in the multiarch tunnel structure can be analyzed by field investigation and numerical simulation, which can provide the design basis for appropriate strengthening of the damaged tunnel structure.</description><identifier>ISSN: 0887-3828</identifier><identifier>EISSN: 1943-5509</identifier><identifier>DOI: 10.1061/(ASCE)CF.1943-5509.0000981</identifier><language>eng</language><publisher>American Society of Civil Engineers</publisher><subject>Asymmetry ; Case depth ; Damage ; Mathematical models ; Numerical analysis ; Structural damage ; Technical Papers ; Topography ; Tunnels (transportation)</subject><ispartof>Journal of performance of constructed facilities, 2017-06, Vol.31 (3)</ispartof><rights>2016 American Society of Civil Engineers</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a431t-cd74d470c4bad214cbd6a56b312f894b9879c2181adb5d244801fbdd79ff0d6b3</citedby><cites>FETCH-LOGICAL-a431t-cd74d470c4bad214cbd6a56b312f894b9879c2181adb5d244801fbdd79ff0d6b3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)CF.1943-5509.0000981$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)CF.1943-5509.0000981$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,27903,27904,75939,75947</link.rule.ids></links><search><creatorcontrib>Zhang, Yongxing</creatorcontrib><creatorcontrib>Shi, Yufeng</creatorcontrib><creatorcontrib>Zhao, Yiding</creatorcontrib><creatorcontrib>Fu, Lirong</creatorcontrib><creatorcontrib>Yang, Junsheng</creatorcontrib><title>Determining the Cause of Damages in a Multiarch Tunnel Structure through Field Investigation and Numerical Analysis</title><title>Journal of performance of constructed facilities</title><description>AbstractA case of damages in the secondary lining of a multiarch tunnel is studied by field investigation and numerical analysis, which is subject to asymmetry pressure and buried at shallow depth. The study focuses on the key influencing factors inducing these damages. The numerical analysis is implemented, taking account of the possible influencing factors obtained from field investigation, in which two cases with different numerical models are utilized to discriminate the effects caused by shallow tunnel depth and asymmetric pressure on the tunnel comparatively. The numerical result demonstrates that the topography with shallow depth and asymmetry pressure has much influence on the safety of the multiarch tunnel’s structure, and the cause of damages in the multiarch tunnel structure can be analyzed by field investigation and numerical simulation, which can provide the design basis for appropriate strengthening of the damaged tunnel structure.</description><subject>Asymmetry</subject><subject>Case depth</subject><subject>Damage</subject><subject>Mathematical models</subject><subject>Numerical analysis</subject><subject>Structural damage</subject><subject>Technical Papers</subject><subject>Topography</subject><subject>Tunnels (transportation)</subject><issn>0887-3828</issn><issn>1943-5509</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><recordid>eNqFkU1PwyAYgInRxPnxH4gnPXRCS1vwttRVl_hxcJ4JBbphWqpQTPz30mzZzfheSMjzvCE8AFxhNMeowLfXi7dqeVPVc8xIluQ5YnMUh1F8BGaHu2MwQ5SWSUZTegrOvP-ITFqycgb8vR616401dgPHrYaVCF7DoYX3ohcb7aGxUMDn0I1GOLmF62Ct7uDb6IIcg9NRckPYbGFtdKfgyn5rP5qNGM0QRavgS-i1M1J0cGFF9-ONvwAnrei8vtyf5-C9Xq6rx-Tp9WFVLZ4SQTI8JlKVRJESSdIIlWIiG1WIvGgynLaUkYbRkskUUyxUk6uUEIpw2yhVsrZFKnLn4Hq399MNXyE-i_fGS911wuoheI4ZImkcmv6P0oLkhBUli-jdDpVu8N7pln860wv3wzHiUxTOpyi8qvkUgE8B-D5KlIudLOJ2_jEEF__EH8y_xV_8j5IJ</recordid><startdate>20170601</startdate><enddate>20170601</enddate><creator>Zhang, Yongxing</creator><creator>Shi, Yufeng</creator><creator>Zhao, Yiding</creator><creator>Fu, Lirong</creator><creator>Yang, Junsheng</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20170601</creationdate><title>Determining the Cause of Damages in a Multiarch Tunnel Structure through Field Investigation and Numerical Analysis</title><author>Zhang, Yongxing ; Shi, Yufeng ; Zhao, Yiding ; Fu, Lirong ; Yang, Junsheng</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a431t-cd74d470c4bad214cbd6a56b312f894b9879c2181adb5d244801fbdd79ff0d6b3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>Asymmetry</topic><topic>Case depth</topic><topic>Damage</topic><topic>Mathematical models</topic><topic>Numerical analysis</topic><topic>Structural damage</topic><topic>Technical Papers</topic><topic>Topography</topic><topic>Tunnels (transportation)</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Zhang, Yongxing</creatorcontrib><creatorcontrib>Shi, Yufeng</creatorcontrib><creatorcontrib>Zhao, Yiding</creatorcontrib><creatorcontrib>Fu, Lirong</creatorcontrib><creatorcontrib>Yang, Junsheng</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of performance of constructed facilities</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Zhang, Yongxing</au><au>Shi, Yufeng</au><au>Zhao, Yiding</au><au>Fu, Lirong</au><au>Yang, Junsheng</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Determining the Cause of Damages in a Multiarch Tunnel Structure through Field Investigation and Numerical Analysis</atitle><jtitle>Journal of performance of constructed facilities</jtitle><date>2017-06-01</date><risdate>2017</risdate><volume>31</volume><issue>3</issue><issn>0887-3828</issn><eissn>1943-5509</eissn><abstract>AbstractA case of damages in the secondary lining of a multiarch tunnel is studied by field investigation and numerical analysis, which is subject to asymmetry pressure and buried at shallow depth. The study focuses on the key influencing factors inducing these damages. The numerical analysis is implemented, taking account of the possible influencing factors obtained from field investigation, in which two cases with different numerical models are utilized to discriminate the effects caused by shallow tunnel depth and asymmetric pressure on the tunnel comparatively. The numerical result demonstrates that the topography with shallow depth and asymmetry pressure has much influence on the safety of the multiarch tunnel’s structure, and the cause of damages in the multiarch tunnel structure can be analyzed by field investigation and numerical simulation, which can provide the design basis for appropriate strengthening of the damaged tunnel structure.</abstract><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)CF.1943-5509.0000981</doi></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0887-3828 |
| ispartof | Journal of performance of constructed facilities, 2017-06, Vol.31 (3) |
| issn | 0887-3828 1943-5509 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_1904222282 |
| source | American Society of Civil Engineers:NESLI2:Journals:2014 |
| subjects | Asymmetry Case depth Damage Mathematical models Numerical analysis Structural damage Technical Papers Topography Tunnels (transportation) |
| title | Determining the Cause of Damages in a Multiarch Tunnel Structure through Field Investigation and Numerical Analysis |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-25T11%3A46%3A13IST&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=Determining%20the%20Cause%20of%20Damages%20in%20a%20Multiarch%20Tunnel%20Structure%20through%20Field%20Investigation%20and%20Numerical%20Analysis&rft.jtitle=Journal%20of%20performance%20of%20constructed%20facilities&rft.au=Zhang,%20Yongxing&rft.date=2017-06-01&rft.volume=31&rft.issue=3&rft.issn=0887-3828&rft.eissn=1943-5509&rft_id=info:doi/10.1061/(ASCE)CF.1943-5509.0000981&rft_dat=%3Cproquest_cross%3E1864549679%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=1864549679&rft_id=info:pmid/&rfr_iscdi=true |