Is P-Wave Velocity an Indicator of Saturation in Sand with Viscous Pore Fluid?

It is commonly assumed that within inundated sand the Skempton B value and P-wave velocity decrease with decrease in saturation. In centrifuge tests a common saturation procedure is to inundate the specimen with carbon dioxide while under a vacuum and then slowly introduce the viscous pore fluid. Th...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:International journal of geomechanics 2007-11, Vol.7 (6), p.437-443
Hauptverfasser: Naesgaard, Ernest, Byrne, Peter M, Wijewickreme, Dharma
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 443
container_issue 6
container_start_page 437
container_title International journal of geomechanics
container_volume 7
creator Naesgaard, Ernest
Byrne, Peter M
Wijewickreme, Dharma
description It is commonly assumed that within inundated sand the Skempton B value and P-wave velocity decrease with decrease in saturation. In centrifuge tests a common saturation procedure is to inundate the specimen with carbon dioxide while under a vacuum and then slowly introduce the viscous pore fluid. The B value and related saturation is difficult to measure in centrifuge models and P-wave velocity—saturation correlations have been used for this purpose. A laboratory emulation of centrifuge saturation procedures was made using a triaxial cell with top and bottom bender elements and a viscous methyl cellulose–water pore fluid. Contrary to expectations, the laboratory tests showed high P-wave velocities indicative of full saturation when B values were low. Numerical modeling of the laboratory tests indicated that if air bubbles within the pore fluid are numerous and closely spaced then there is a good correlation between saturation, B value, and P-wave velocity. However if the air bubbles are larger and only present in some of the pores then the P-wave velocity is not a good indicator of B value and average saturation. The laboratory tests also showed that placing the specimen under backpressure for several days increased saturation and related B values. It is suggested that this common laboratory procedure should be considered for saturating centrifuge test specimens.
doi_str_mv 10.1061/(ASCE)1532-3641(2007)7:6(437)
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_31576803</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>31576803</sourcerecordid><originalsourceid>FETCH-LOGICAL-a261t-13a227d56d5ca9dd2a043005ec1f379f5f40b643ce8d4e2918cf27381a1349d63</originalsourceid><addsrcrecordid>eNp9kE1LAzEQhhdRsH78h1yU9rCa7-yKIFJaLRQVqvUYYpLFlO2mJrtK_71Zqh49zQy8zzDzZNkZghcIcnQ5vF2MJyPECM4Jp2iIIRQjccWHlIjRXjZAJSU54xjvp_43dZgdxbiCEAnKykH2MIvgKX9VnxYsbe21a7dANWDWGKdV6wPwFViotguqdb4BrklTY8CXa9_B0kXtu8T7YMG07py5OckOKlVHe_pTj7OX6eR5fJ_PH-9m49t5rjBHbY6IwlgYxg3TqjQGK0gJhMxqVBFRVqyi8I1Tom1hqMUlKnSFBSmQQoSWhpPj7Hy3dxP8R2djK9fpGFvXqrHpJEkQE7yAJAWvd0EdfIzBVnIT3FqFrURQ9hal7C3K3o_s_cjeohSSy2Qx4cUOV2m7XPkuNOmtP_Y_9BvcGnWH</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>31576803</pqid></control><display><type>article</type><title>Is P-Wave Velocity an Indicator of Saturation in Sand with Viscous Pore Fluid?</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Naesgaard, Ernest ; Byrne, Peter M ; Wijewickreme, Dharma</creator><creatorcontrib>Naesgaard, Ernest ; Byrne, Peter M ; Wijewickreme, Dharma</creatorcontrib><description>It is commonly assumed that within inundated sand the Skempton B value and P-wave velocity decrease with decrease in saturation. In centrifuge tests a common saturation procedure is to inundate the specimen with carbon dioxide while under a vacuum and then slowly introduce the viscous pore fluid. The B value and related saturation is difficult to measure in centrifuge models and P-wave velocity—saturation correlations have been used for this purpose. A laboratory emulation of centrifuge saturation procedures was made using a triaxial cell with top and bottom bender elements and a viscous methyl cellulose–water pore fluid. Contrary to expectations, the laboratory tests showed high P-wave velocities indicative of full saturation when B values were low. Numerical modeling of the laboratory tests indicated that if air bubbles within the pore fluid are numerous and closely spaced then there is a good correlation between saturation, B value, and P-wave velocity. However if the air bubbles are larger and only present in some of the pores then the P-wave velocity is not a good indicator of B value and average saturation. The laboratory tests also showed that placing the specimen under backpressure for several days increased saturation and related B values. It is suggested that this common laboratory procedure should be considered for saturating centrifuge test specimens.</description><identifier>ISSN: 1532-3641</identifier><identifier>EISSN: 1943-5622</identifier><identifier>DOI: 10.1061/(ASCE)1532-3641(2007)7:6(437)</identifier><language>eng</language><publisher>American Society of Civil Engineers</publisher><subject>TECHNICAL NOTES</subject><ispartof>International journal of geomechanics, 2007-11, Vol.7 (6), p.437-443</ispartof><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a261t-13a227d56d5ca9dd2a043005ec1f379f5f40b643ce8d4e2918cf27381a1349d63</citedby><cites>FETCH-LOGICAL-a261t-13a227d56d5ca9dd2a043005ec1f379f5f40b643ce8d4e2918cf27381a1349d63</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)1532-3641(2007)7:6(437)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)1532-3641(2007)7:6(437)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,76162,76170</link.rule.ids></links><search><creatorcontrib>Naesgaard, Ernest</creatorcontrib><creatorcontrib>Byrne, Peter M</creatorcontrib><creatorcontrib>Wijewickreme, Dharma</creatorcontrib><title>Is P-Wave Velocity an Indicator of Saturation in Sand with Viscous Pore Fluid?</title><title>International journal of geomechanics</title><description>It is commonly assumed that within inundated sand the Skempton B value and P-wave velocity decrease with decrease in saturation. In centrifuge tests a common saturation procedure is to inundate the specimen with carbon dioxide while under a vacuum and then slowly introduce the viscous pore fluid. The B value and related saturation is difficult to measure in centrifuge models and P-wave velocity—saturation correlations have been used for this purpose. A laboratory emulation of centrifuge saturation procedures was made using a triaxial cell with top and bottom bender elements and a viscous methyl cellulose–water pore fluid. Contrary to expectations, the laboratory tests showed high P-wave velocities indicative of full saturation when B values were low. Numerical modeling of the laboratory tests indicated that if air bubbles within the pore fluid are numerous and closely spaced then there is a good correlation between saturation, B value, and P-wave velocity. However if the air bubbles are larger and only present in some of the pores then the P-wave velocity is not a good indicator of B value and average saturation. The laboratory tests also showed that placing the specimen under backpressure for several days increased saturation and related B values. It is suggested that this common laboratory procedure should be considered for saturating centrifuge test specimens.</description><subject>TECHNICAL NOTES</subject><issn>1532-3641</issn><issn>1943-5622</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2007</creationdate><recordtype>article</recordtype><recordid>eNp9kE1LAzEQhhdRsH78h1yU9rCa7-yKIFJaLRQVqvUYYpLFlO2mJrtK_71Zqh49zQy8zzDzZNkZghcIcnQ5vF2MJyPECM4Jp2iIIRQjccWHlIjRXjZAJSU54xjvp_43dZgdxbiCEAnKykH2MIvgKX9VnxYsbe21a7dANWDWGKdV6wPwFViotguqdb4BrklTY8CXa9_B0kXtu8T7YMG07py5OckOKlVHe_pTj7OX6eR5fJ_PH-9m49t5rjBHbY6IwlgYxg3TqjQGK0gJhMxqVBFRVqyi8I1Tom1hqMUlKnSFBSmQQoSWhpPj7Hy3dxP8R2djK9fpGFvXqrHpJEkQE7yAJAWvd0EdfIzBVnIT3FqFrURQ9hal7C3K3o_s_cjeohSSy2Qx4cUOV2m7XPkuNOmtP_Y_9BvcGnWH</recordid><startdate>200711</startdate><enddate>200711</enddate><creator>Naesgaard, Ernest</creator><creator>Byrne, Peter M</creator><creator>Wijewickreme, Dharma</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>200711</creationdate><title>Is P-Wave Velocity an Indicator of Saturation in Sand with Viscous Pore Fluid?</title><author>Naesgaard, Ernest ; Byrne, Peter M ; Wijewickreme, Dharma</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a261t-13a227d56d5ca9dd2a043005ec1f379f5f40b643ce8d4e2918cf27381a1349d63</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2007</creationdate><topic>TECHNICAL NOTES</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Naesgaard, Ernest</creatorcontrib><creatorcontrib>Byrne, Peter M</creatorcontrib><creatorcontrib>Wijewickreme, Dharma</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>International journal of geomechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Naesgaard, Ernest</au><au>Byrne, Peter M</au><au>Wijewickreme, Dharma</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Is P-Wave Velocity an Indicator of Saturation in Sand with Viscous Pore Fluid?</atitle><jtitle>International journal of geomechanics</jtitle><date>2007-11</date><risdate>2007</risdate><volume>7</volume><issue>6</issue><spage>437</spage><epage>443</epage><pages>437-443</pages><issn>1532-3641</issn><eissn>1943-5622</eissn><abstract>It is commonly assumed that within inundated sand the Skempton B value and P-wave velocity decrease with decrease in saturation. In centrifuge tests a common saturation procedure is to inundate the specimen with carbon dioxide while under a vacuum and then slowly introduce the viscous pore fluid. The B value and related saturation is difficult to measure in centrifuge models and P-wave velocity—saturation correlations have been used for this purpose. A laboratory emulation of centrifuge saturation procedures was made using a triaxial cell with top and bottom bender elements and a viscous methyl cellulose–water pore fluid. Contrary to expectations, the laboratory tests showed high P-wave velocities indicative of full saturation when B values were low. Numerical modeling of the laboratory tests indicated that if air bubbles within the pore fluid are numerous and closely spaced then there is a good correlation between saturation, B value, and P-wave velocity. However if the air bubbles are larger and only present in some of the pores then the P-wave velocity is not a good indicator of B value and average saturation. The laboratory tests also showed that placing the specimen under backpressure for several days increased saturation and related B values. It is suggested that this common laboratory procedure should be considered for saturating centrifuge test specimens.</abstract><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)1532-3641(2007)7:6(437)</doi><tpages>7</tpages></addata></record>
fulltext fulltext
identifier ISSN: 1532-3641
ispartof International journal of geomechanics, 2007-11, Vol.7 (6), p.437-443
issn 1532-3641
1943-5622
language eng
recordid cdi_proquest_miscellaneous_31576803
source American Society of Civil Engineers:NESLI2:Journals:2014
subjects TECHNICAL NOTES
title Is P-Wave Velocity an Indicator of Saturation in Sand with Viscous Pore Fluid?
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-21T13%3A46%3A20IST&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=Is%20P-Wave%20Velocity%20an%20Indicator%20of%20Saturation%20in%20Sand%20with%20Viscous%20Pore%20Fluid?&rft.jtitle=International%20journal%20of%20geomechanics&rft.au=Naesgaard,%20Ernest&rft.date=2007-11&rft.volume=7&rft.issue=6&rft.spage=437&rft.epage=443&rft.pages=437-443&rft.issn=1532-3641&rft.eissn=1943-5622&rft_id=info:doi/10.1061/(ASCE)1532-3641(2007)7:6(437)&rft_dat=%3Cproquest_cross%3E31576803%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=31576803&rft_id=info:pmid/&rfr_iscdi=true