Development of a probabilistic model for the prediction of building damage due to tunneling induced settlements

Tunnel construction can cause deformations of the surrounding ground, which endanger buildings and other structures located in the vicinity of the tunnel. The prediction of these deformations and the damages to the buildings is difficult due to limited knowledge of the geotechnical conditions and un...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: Camós Andreu, Carles, Molins i Borrell, Climent, Špacková, Olga, Straub, Daniel
Format: Text Resource
Sprache:eng
Schlagworte:
Online-Zugang:Volltext bestellen
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page
container_issue
container_start_page
container_title
container_volume
creator Camós Andreu, Carles
Molins i Borrell, Climent
Špacková, Olga
Straub, Daniel
description Tunnel construction can cause deformations of the surrounding ground, which endanger buildings and other structures located in the vicinity of the tunnel. The prediction of these deformations and the damages to the buildings is difficult due to limited knowledge of the geotechnical conditions and uncertainty in the response of the structures to the settlements. This paper presents a probabilistic model for prediction of the damage to buildings due to tunneling, which combines the volume loss method with the equivalent beam model. It furthermore proposes a probability-based method for determination of the limiting value of settlement that is used for control purposes during the tunnel construction. Updating of the limiting settlement with measurements gathered during the construction is described. The proposed methodology is applied to a masonry building affected by the construction of the L9 metro line tunnel in Barcelona. Peer Reviewed
format Text Resource
fullrecord <record><control><sourceid>csuc_XX2</sourceid><recordid>TN_cdi_csuc_recercat_oai_recercat_cat_2072_227960</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>oai_recercat_cat_2072_227960</sourcerecordid><originalsourceid>FETCH-csuc_recercat_oai_recercat_cat_2072_2279603</originalsourceid><addsrcrecordid>eNqdTUsKwjAQDYigaO8wFxCSFq1d-8EDuC9pMtWRNCPNxPNrQXDv4vF4P95MFU29N6baa212VbVQRUoP_RFm2-hts1R8xBcGfg4YBbgHC8-RO9tRoCTkYGCPAXoeQe74ydCTE-I4dbtMwVO8gbeDvSH4jCAMkmPEMPkUfXboIaFIwOkirdW8tyFh8eWVMufT9XDZuJRdO6LD0Vlp2dJPTCh1XbZlWTc7Xf2zeQPd8VaI</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>text_resource</recordtype></control><display><type>text_resource</type><title>Development of a probabilistic model for the prediction of building damage due to tunneling induced settlements</title><source>Recercat</source><creator>Camós Andreu, Carles ; Molins i Borrell, Climent ; Špacková, Olga ; Straub, Daniel</creator><creatorcontrib>Camós Andreu, Carles ; Molins i Borrell, Climent ; Špacková, Olga ; Straub, Daniel</creatorcontrib><description>Tunnel construction can cause deformations of the surrounding ground, which endanger buildings and other structures located in the vicinity of the tunnel. The prediction of these deformations and the damages to the buildings is difficult due to limited knowledge of the geotechnical conditions and uncertainty in the response of the structures to the settlements. This paper presents a probabilistic model for prediction of the damage to buildings due to tunneling, which combines the volume loss method with the equivalent beam model. It furthermore proposes a probability-based method for determination of the limiting value of settlement that is used for control purposes during the tunnel construction. Updating of the limiting settlement with measurements gathered during the construction is described. The proposed methodology is applied to a masonry building affected by the construction of the L9 metro line tunnel in Barcelona. Peer Reviewed</description><identifier>ISBN: 9781138001633</identifier><identifier>ISBN: 1138001635</identifier><language>eng</language><publisher>Taylor &amp; Francis</publisher><subject>Construcció ; Design and construction ; Edificació ; Patologies constructives ; Tunnels ; Túnels ; Àrees temàtiques de la UPC</subject><creationdate>2013</creationdate><rights>info:eu-repo/semantics/openAccess</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,776,881,26951</link.rule.ids><linktorsrc>$$Uhttps://recercat.cat/handle/2072/227960$$EView_record_in_Consorci_de_Serveis_Universitaris_de_Catalunya_(CSUC)$$FView_record_in_$$GConsorci_de_Serveis_Universitaris_de_Catalunya_(CSUC)$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>Camós Andreu, Carles</creatorcontrib><creatorcontrib>Molins i Borrell, Climent</creatorcontrib><creatorcontrib>Špacková, Olga</creatorcontrib><creatorcontrib>Straub, Daniel</creatorcontrib><title>Development of a probabilistic model for the prediction of building damage due to tunneling induced settlements</title><description>Tunnel construction can cause deformations of the surrounding ground, which endanger buildings and other structures located in the vicinity of the tunnel. The prediction of these deformations and the damages to the buildings is difficult due to limited knowledge of the geotechnical conditions and uncertainty in the response of the structures to the settlements. This paper presents a probabilistic model for prediction of the damage to buildings due to tunneling, which combines the volume loss method with the equivalent beam model. It furthermore proposes a probability-based method for determination of the limiting value of settlement that is used for control purposes during the tunnel construction. Updating of the limiting settlement with measurements gathered during the construction is described. The proposed methodology is applied to a masonry building affected by the construction of the L9 metro line tunnel in Barcelona. Peer Reviewed</description><subject>Construcció</subject><subject>Design and construction</subject><subject>Edificació</subject><subject>Patologies constructives</subject><subject>Tunnels</subject><subject>Túnels</subject><subject>Àrees temàtiques de la UPC</subject><isbn>9781138001633</isbn><isbn>1138001635</isbn><fulltext>true</fulltext><rsrctype>text_resource</rsrctype><creationdate>2013</creationdate><recordtype>text_resource</recordtype><sourceid>XX2</sourceid><recordid>eNqdTUsKwjAQDYigaO8wFxCSFq1d-8EDuC9pMtWRNCPNxPNrQXDv4vF4P95MFU29N6baa212VbVQRUoP_RFm2-hts1R8xBcGfg4YBbgHC8-RO9tRoCTkYGCPAXoeQe74ydCTE-I4dbtMwVO8gbeDvSH4jCAMkmPEMPkUfXboIaFIwOkirdW8tyFh8eWVMufT9XDZuJRdO6LD0Vlp2dJPTCh1XbZlWTc7Xf2zeQPd8VaI</recordid><startdate>2013</startdate><enddate>2013</enddate><creator>Camós Andreu, Carles</creator><creator>Molins i Borrell, Climent</creator><creator>Špacková, Olga</creator><creator>Straub, Daniel</creator><general>Taylor &amp; Francis</general><scope>XX2</scope></search><sort><creationdate>2013</creationdate><title>Development of a probabilistic model for the prediction of building damage due to tunneling induced settlements</title><author>Camós Andreu, Carles ; Molins i Borrell, Climent ; Špacková, Olga ; Straub, Daniel</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-csuc_recercat_oai_recercat_cat_2072_2279603</frbrgroupid><rsrctype>text_resources</rsrctype><prefilter>text_resources</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Construcció</topic><topic>Design and construction</topic><topic>Edificació</topic><topic>Patologies constructives</topic><topic>Tunnels</topic><topic>Túnels</topic><topic>Àrees temàtiques de la UPC</topic><toplevel>online_resources</toplevel><creatorcontrib>Camós Andreu, Carles</creatorcontrib><creatorcontrib>Molins i Borrell, Climent</creatorcontrib><creatorcontrib>Špacková, Olga</creatorcontrib><creatorcontrib>Straub, Daniel</creatorcontrib><collection>Recercat</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Camós Andreu, Carles</au><au>Molins i Borrell, Climent</au><au>Špacková, Olga</au><au>Straub, Daniel</au><format>book</format><genre>document</genre><ristype>GEN</ristype><btitle>Development of a probabilistic model for the prediction of building damage due to tunneling induced settlements</btitle><date>2013</date><risdate>2013</risdate><isbn>9781138001633</isbn><isbn>1138001635</isbn><abstract>Tunnel construction can cause deformations of the surrounding ground, which endanger buildings and other structures located in the vicinity of the tunnel. The prediction of these deformations and the damages to the buildings is difficult due to limited knowledge of the geotechnical conditions and uncertainty in the response of the structures to the settlements. This paper presents a probabilistic model for prediction of the damage to buildings due to tunneling, which combines the volume loss method with the equivalent beam model. It furthermore proposes a probability-based method for determination of the limiting value of settlement that is used for control purposes during the tunnel construction. Updating of the limiting settlement with measurements gathered during the construction is described. The proposed methodology is applied to a masonry building affected by the construction of the L9 metro line tunnel in Barcelona. Peer Reviewed</abstract><pub>Taylor &amp; Francis</pub><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier ISBN: 9781138001633
ispartof
issn
language eng
recordid cdi_csuc_recercat_oai_recercat_cat_2072_227960
source Recercat
subjects Construcció
Design and construction
Edificació
Patologies constructives
Tunnels
Túnels
Àrees temàtiques de la UPC
title Development of a probabilistic model for the prediction of building damage due to tunneling induced settlements
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-13T19%3A47%3A29IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-csuc_XX2&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=document&rft.btitle=Development%20of%20a%20probabilistic%20model%20for%20the%20prediction%20of%20building%20damage%20due%20to%20tunneling%20induced%20settlements&rft.au=Cam%C3%B3s%20Andreu,%20Carles&rft.date=2013&rft.isbn=9781138001633&rft.isbn_list=1138001635&rft_id=info:doi/&rft_dat=%3Ccsuc_XX2%3Eoai_recercat_cat_2072_227960%3C/csuc_XX2%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true