Investigation of Site-Specific Shear Wave Velocity for Geotechnical Engineering Applications Using Microtremor Array Measurement

Microtremor array measurement surveys were performed in three locations to determine the shear wave velocity profile down to a depth of 30 m. The shear wave velocity results from the data acquisition of the multichannel surface wave method were compared with the microtremor array measurement in term...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Soil mechanics and foundation engineering 2016-11, Vol.53 (5), p.332-335
Hauptverfasser: Nazri, F. M., Tan, C. G., Ramli, M. Z.
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 335
container_issue 5
container_start_page 332
container_title Soil mechanics and foundation engineering
container_volume 53
creator Nazri, F. M.
Tan, C. G.
Ramli, M. Z.
description Microtremor array measurement surveys were performed in three locations to determine the shear wave velocity profile down to a depth of 30 m. The shear wave velocity results from the data acquisition of the multichannel surface wave method were compared with the microtremor array measurement in terms of the shear wave velocity profile as a function of depth. The correlation indicated that the shear wave velocity values range from 200 to 300 m/s and showed a significant velocity contrast at a shallow depth.
doi_str_mv 10.1007/s11204-016-9407-3
format Article
fullrecord <record><control><sourceid>gale_proqu</sourceid><recordid>TN_cdi_proquest_journals_1880829301</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><galeid>A495720475</galeid><sourcerecordid>A495720475</sourcerecordid><originalsourceid>FETCH-LOGICAL-c551t-bb35488c1bc2f28ef2ffc383635c4053c5b20487504d2eabe757b16f224c5cdc3</originalsourceid><addsrcrecordid>eNp1kUtr3DAUhU1poNOkP6A7QVddONXDsuTlENJ0IKGQSdqlkDVXjoJHciVNyOz60yvjLJJF0UJwON99nar6TPA5wVh8S4RQ3NSYtHXXYFGzd9WKcMHqjorufbXCmMkai4Z8qD6m9IgxJl3brqq_G_8EKbtBZxc8ChZtXYZ6O4Fx1hm0fQAd0W_9BOgXjMG4fEQ2RHQFIYN58M7oEV36wXmA6PyA1tM0FnGultB9mqUbZ2LIEfaFW8eoj-gGdDoUAXw-q06sHhN8evlPq_vvl3cXP-rrn1ebi_V1bTgnue57xhspDekNtVSCpdYaJlnLuGkwZ4b3ZX8pOG52FHQPgouetJbSxnCzM-y0-rLUnWL4cygrq8dwiL60VERKLGnHMCmu88U16BGU87bMrU15O9g7EzxYV_R103FR2glegK9vgOLJ8JwHfUhJbba3b71k8ZZzpBTBqim6vY5HRbCaU1RLiqqkqOYUFSsMXZg0zeeF-Grs_0L_ABymoEI</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1880829301</pqid></control><display><type>article</type><title>Investigation of Site-Specific Shear Wave Velocity for Geotechnical Engineering Applications Using Microtremor Array Measurement</title><source>SpringerLink Journals - AutoHoldings</source><creator>Nazri, F. M. ; Tan, C. G. ; Ramli, M. Z.</creator><creatorcontrib>Nazri, F. M. ; Tan, C. G. ; Ramli, M. Z.</creatorcontrib><description>Microtremor array measurement surveys were performed in three locations to determine the shear wave velocity profile down to a depth of 30 m. The shear wave velocity results from the data acquisition of the multichannel surface wave method were compared with the microtremor array measurement in terms of the shear wave velocity profile as a function of depth. The correlation indicated that the shear wave velocity values range from 200 to 300 m/s and showed a significant velocity contrast at a shallow depth.</description><identifier>ISSN: 0038-0741</identifier><identifier>EISSN: 1573-9279</identifier><identifier>DOI: 10.1007/s11204-016-9407-3</identifier><language>eng</language><publisher>New York: Springer US</publisher><subject>Civil Engineering ; Earth and Environmental Science ; Earth Sciences ; Earthquake-Resistant Construction ; Foundations ; Geoengineering ; Geotechnical engineering ; Geotechnical Engineering &amp; Applied Earth Sciences ; Geotechnology ; Hydraulics ; Investigations ; Measurement ; Soil structure ; Surface waves ; Wave propagation</subject><ispartof>Soil mechanics and foundation engineering, 2016-11, Vol.53 (5), p.332-335</ispartof><rights>Springer Science+Business Media New York 2016</rights><rights>COPYRIGHT 2016 Springer</rights><rights>Copyright Springer Science &amp; Business Media 2016</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c551t-bb35488c1bc2f28ef2ffc383635c4053c5b20487504d2eabe757b16f224c5cdc3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s11204-016-9407-3$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s11204-016-9407-3$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27923,27924,41487,42556,51318</link.rule.ids></links><search><creatorcontrib>Nazri, F. M.</creatorcontrib><creatorcontrib>Tan, C. G.</creatorcontrib><creatorcontrib>Ramli, M. Z.</creatorcontrib><title>Investigation of Site-Specific Shear Wave Velocity for Geotechnical Engineering Applications Using Microtremor Array Measurement</title><title>Soil mechanics and foundation engineering</title><addtitle>Soil Mech Found Eng</addtitle><description>Microtremor array measurement surveys were performed in three locations to determine the shear wave velocity profile down to a depth of 30 m. The shear wave velocity results from the data acquisition of the multichannel surface wave method were compared with the microtremor array measurement in terms of the shear wave velocity profile as a function of depth. The correlation indicated that the shear wave velocity values range from 200 to 300 m/s and showed a significant velocity contrast at a shallow depth.</description><subject>Civil Engineering</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Earthquake-Resistant Construction</subject><subject>Foundations</subject><subject>Geoengineering</subject><subject>Geotechnical engineering</subject><subject>Geotechnical Engineering &amp; Applied Earth Sciences</subject><subject>Geotechnology</subject><subject>Hydraulics</subject><subject>Investigations</subject><subject>Measurement</subject><subject>Soil structure</subject><subject>Surface waves</subject><subject>Wave propagation</subject><issn>0038-0741</issn><issn>1573-9279</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><recordid>eNp1kUtr3DAUhU1poNOkP6A7QVddONXDsuTlENJ0IKGQSdqlkDVXjoJHciVNyOz60yvjLJJF0UJwON99nar6TPA5wVh8S4RQ3NSYtHXXYFGzd9WKcMHqjorufbXCmMkai4Z8qD6m9IgxJl3brqq_G_8EKbtBZxc8ChZtXYZ6O4Fx1hm0fQAd0W_9BOgXjMG4fEQ2RHQFIYN58M7oEV36wXmA6PyA1tM0FnGultB9mqUbZ2LIEfaFW8eoj-gGdDoUAXw-q06sHhN8evlPq_vvl3cXP-rrn1ebi_V1bTgnue57xhspDekNtVSCpdYaJlnLuGkwZ4b3ZX8pOG52FHQPgouetJbSxnCzM-y0-rLUnWL4cygrq8dwiL60VERKLGnHMCmu88U16BGU87bMrU15O9g7EzxYV_R103FR2glegK9vgOLJ8JwHfUhJbba3b71k8ZZzpBTBqim6vY5HRbCaU1RLiqqkqOYUFSsMXZg0zeeF-Grs_0L_ABymoEI</recordid><startdate>20161101</startdate><enddate>20161101</enddate><creator>Nazri, F. M.</creator><creator>Tan, C. G.</creator><creator>Ramli, M. Z.</creator><general>Springer US</general><general>Springer</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>ISR</scope></search><sort><creationdate>20161101</creationdate><title>Investigation of Site-Specific Shear Wave Velocity for Geotechnical Engineering Applications Using Microtremor Array Measurement</title><author>Nazri, F. M. ; Tan, C. G. ; Ramli, M. Z.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c551t-bb35488c1bc2f28ef2ffc383635c4053c5b20487504d2eabe757b16f224c5cdc3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>Civil Engineering</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Earthquake-Resistant Construction</topic><topic>Foundations</topic><topic>Geoengineering</topic><topic>Geotechnical engineering</topic><topic>Geotechnical Engineering &amp; Applied Earth Sciences</topic><topic>Geotechnology</topic><topic>Hydraulics</topic><topic>Investigations</topic><topic>Measurement</topic><topic>Soil structure</topic><topic>Surface waves</topic><topic>Wave propagation</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Nazri, F. M.</creatorcontrib><creatorcontrib>Tan, C. G.</creatorcontrib><creatorcontrib>Ramli, M. Z.</creatorcontrib><collection>CrossRef</collection><collection>Gale In Context: Science</collection><jtitle>Soil mechanics and foundation engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Nazri, F. M.</au><au>Tan, C. G.</au><au>Ramli, M. Z.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Investigation of Site-Specific Shear Wave Velocity for Geotechnical Engineering Applications Using Microtremor Array Measurement</atitle><jtitle>Soil mechanics and foundation engineering</jtitle><stitle>Soil Mech Found Eng</stitle><date>2016-11-01</date><risdate>2016</risdate><volume>53</volume><issue>5</issue><spage>332</spage><epage>335</epage><pages>332-335</pages><issn>0038-0741</issn><eissn>1573-9279</eissn><abstract>Microtremor array measurement surveys were performed in three locations to determine the shear wave velocity profile down to a depth of 30 m. The shear wave velocity results from the data acquisition of the multichannel surface wave method were compared with the microtremor array measurement in terms of the shear wave velocity profile as a function of depth. The correlation indicated that the shear wave velocity values range from 200 to 300 m/s and showed a significant velocity contrast at a shallow depth.</abstract><cop>New York</cop><pub>Springer US</pub><doi>10.1007/s11204-016-9407-3</doi><tpages>4</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0038-0741
ispartof Soil mechanics and foundation engineering, 2016-11, Vol.53 (5), p.332-335
issn 0038-0741
1573-9279
language eng
recordid cdi_proquest_journals_1880829301
source SpringerLink Journals - AutoHoldings
subjects Civil Engineering
Earth and Environmental Science
Earth Sciences
Earthquake-Resistant Construction
Foundations
Geoengineering
Geotechnical engineering
Geotechnical Engineering & Applied Earth Sciences
Geotechnology
Hydraulics
Investigations
Measurement
Soil structure
Surface waves
Wave propagation
title Investigation of Site-Specific Shear Wave Velocity for Geotechnical Engineering Applications Using Microtremor Array Measurement
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-12T13%3A10%3A56IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-gale_proqu&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Investigation%20of%20Site-Specific%20Shear%20Wave%20Velocity%20for%20Geotechnical%20Engineering%20Applications%20Using%20Microtremor%20Array%20Measurement&rft.jtitle=Soil%20mechanics%20and%20foundation%20engineering&rft.au=Nazri,%20F.%20M.&rft.date=2016-11-01&rft.volume=53&rft.issue=5&rft.spage=332&rft.epage=335&rft.pages=332-335&rft.issn=0038-0741&rft.eissn=1573-9279&rft_id=info:doi/10.1007/s11204-016-9407-3&rft_dat=%3Cgale_proqu%3EA495720475%3C/gale_proqu%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=1880829301&rft_id=info:pmid/&rft_galeid=A495720475&rfr_iscdi=true