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A Shear-Wave Velocity Model in the City of Oued-Fodda (Northern Algeria) from Rayleigh Wave Ellipticity Inversion
The city of Oued-Fodda is located in north-central Algeria on the margins of the Middle-Cheliff Basin. This region has suffered several destructive earthquakes. The strongest was the 1980 El-Asnam earthquake (Ms7.3), whose causative fault was located about 1 km north of the city of Oued-Fodda. There...
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Published in: | Applied sciences 2020-03, Vol.10 (5), p.1717 |
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description | The city of Oued-Fodda is located in north-central Algeria on the margins of the Middle-Cheliff Basin. This region has suffered several destructive earthquakes. The strongest was the 1980 El-Asnam earthquake (Ms7.3), whose causative fault was located about 1 km north of the city of Oued-Fodda. Therefore, a good knowledge of the soil characteristics in this city may allow a better evaluation of the seismic risk and help to minimize damages in the future. With this objective, a detailed microzonation study of Oued-Fodda has been carried out in this study. For that, the horizontal-to-vertical spectral ratio (HVSR) method has been applied on 102 sites along the city, estimating the soil fundamental frequencies and their corresponding amplitudes. Besides, the Rayleigh wave ellipticity inversion has been accomplished in order to estimate the corresponding Vs profiles and provide two cross-sections of the geology under the city. In the central part of the city, high-frequency peaks are observed, between 12.5 and 15 Hz, which correspond to impedance contrasts at shallow depth ( |
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This region has suffered several destructive earthquakes. The strongest was the 1980 El-Asnam earthquake (Ms7.3), whose causative fault was located about 1 km north of the city of Oued-Fodda. Therefore, a good knowledge of the soil characteristics in this city may allow a better evaluation of the seismic risk and help to minimize damages in the future. With this objective, a detailed microzonation study of Oued-Fodda has been carried out in this study. For that, the horizontal-to-vertical spectral ratio (HVSR) method has been applied on 102 sites along the city, estimating the soil fundamental frequencies and their corresponding amplitudes. Besides, the Rayleigh wave ellipticity inversion has been accomplished in order to estimate the corresponding Vs profiles and provide two cross-sections of the geology under the city. In the central part of the city, high-frequency peaks are observed, between 12.5 and 15 Hz, which correspond to impedance contrasts at shallow depth (<20 m). In the surrounding plain, two clear peaks are identified in the ranges 1.8–3.5 Hz (fundamental frequencies) and 6.5–15 Hz (secondary peaks).</description><identifier>ISSN: 2076-3417</identifier><identifier>EISSN: 2076-3417</identifier><identifier>DOI: 10.3390/app10051717</identifier><language>eng</language><publisher>Basel: MDPI AG</publisher><subject>ambient noise ; cheliff basin ; Earthquake damage ; Earthquakes ; Ellipticity ; Environmental risk ; fundamental frequency ; Geology ; Inversion ; Lying ; Methods ; oued-fodda ; rayleigh wave ellipticity ; Rayleigh waves ; Resonant frequencies ; Seismic activity ; Seismic hazard ; shear-wave velocity ; Soil characteristics ; Wave velocity ; Wavelet transforms</subject><ispartof>Applied sciences, 2020-03, Vol.10 (5), p.1717</ispartof><rights>2020. This work is licensed 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><citedby>FETCH-LOGICAL-c364t-992122aa4cdc773b0c061f288703f328f8f12d726170ed7903db6039ed009ca13</citedby><cites>FETCH-LOGICAL-c364t-992122aa4cdc773b0c061f288703f328f8f12d726170ed7903db6039ed009ca13</cites><orcidid>0000-0003-0098-2043 ; 0000-0002-0818-2836</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.proquest.com/docview/2373850765/fulltextPDF?pq-origsite=primo$$EPDF$$P50$$Gproquest$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.proquest.com/docview/2373850765?pq-origsite=primo$$EHTML$$P50$$Gproquest$$Hfree_for_read</linktohtml><link.rule.ids>314,777,781,25734,27905,27906,36993,44571,74875</link.rule.ids></links><search><creatorcontrib>Issaadi, Abdelouahab</creatorcontrib><creatorcontrib>Semmane, Fethi</creatorcontrib><creatorcontrib>Yelles-Chaouche, Abdelkrim</creatorcontrib><creatorcontrib>Galiana-Merino, Juan José</creatorcontrib><creatorcontrib>Layadi, Khalissa</creatorcontrib><title>A Shear-Wave Velocity Model in the City of Oued-Fodda (Northern Algeria) from Rayleigh Wave Ellipticity Inversion</title><title>Applied sciences</title><description>The city of Oued-Fodda is located in north-central Algeria on the margins of the Middle-Cheliff Basin. This region has suffered several destructive earthquakes. The strongest was the 1980 El-Asnam earthquake (Ms7.3), whose causative fault was located about 1 km north of the city of Oued-Fodda. Therefore, a good knowledge of the soil characteristics in this city may allow a better evaluation of the seismic risk and help to minimize damages in the future. With this objective, a detailed microzonation study of Oued-Fodda has been carried out in this study. For that, the horizontal-to-vertical spectral ratio (HVSR) method has been applied on 102 sites along the city, estimating the soil fundamental frequencies and their corresponding amplitudes. Besides, the Rayleigh wave ellipticity inversion has been accomplished in order to estimate the corresponding Vs profiles and provide two cross-sections of the geology under the city. In the central part of the city, high-frequency peaks are observed, between 12.5 and 15 Hz, which correspond to impedance contrasts at shallow depth (<20 m). In the surrounding plain, two clear peaks are identified in the ranges 1.8–3.5 Hz (fundamental frequencies) and 6.5–15 Hz (secondary peaks).</description><subject>ambient noise</subject><subject>cheliff basin</subject><subject>Earthquake damage</subject><subject>Earthquakes</subject><subject>Ellipticity</subject><subject>Environmental risk</subject><subject>fundamental frequency</subject><subject>Geology</subject><subject>Inversion</subject><subject>Lying</subject><subject>Methods</subject><subject>oued-fodda</subject><subject>rayleigh wave ellipticity</subject><subject>Rayleigh waves</subject><subject>Resonant frequencies</subject><subject>Seismic activity</subject><subject>Seismic hazard</subject><subject>shear-wave velocity</subject><subject>Soil characteristics</subject><subject>Wave velocity</subject><subject>Wavelet transforms</subject><issn>2076-3417</issn><issn>2076-3417</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><sourceid>PIMPY</sourceid><sourceid>DOA</sourceid><recordid>eNpNkUtLAzEQxxdRsGhPfoGAF0VW89jd7B5LsVqoFnweQ5pM2pR0s2a3hX5701akc5nhP8NvXklyRfA9YxV-kE1DMM4JJ_wk6VHMi5RlhJ8exedJv22XOFpFWElwL_kZoPcFyJB-yw2gL3Be2W6LXrwGh2yNugWg4U7xBk3XoNOR11qim1cfYirUaODmEKy8RSb4FXqTWwd2vkB73KNztunsnjiuNxBa6-vL5MxI10L_z18kn6PHj-FzOpk-jYeDSapYkXVpVVFCqZSZ0opzNsMKF8TQsuSYGUZLUxpCNacF4Rg0rzDTswKzCnRcTknCLpLxgau9XIom2JUMW-GlFXvBh7mQIQ7nQLB4NawrCUqXGeSkZCrjRcF5MctJpXBkXR9YTfA_a2g7sfTrUMfxBWWclXk8cB6r7g5VKvi2DWD-uxIsdi8SRy9iv9YagQM</recordid><startdate>20200301</startdate><enddate>20200301</enddate><creator>Issaadi, Abdelouahab</creator><creator>Semmane, Fethi</creator><creator>Yelles-Chaouche, Abdelkrim</creator><creator>Galiana-Merino, Juan José</creator><creator>Layadi, Khalissa</creator><general>MDPI AG</general><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>DOA</scope><orcidid>https://orcid.org/0000-0003-0098-2043</orcidid><orcidid>https://orcid.org/0000-0002-0818-2836</orcidid></search><sort><creationdate>20200301</creationdate><title>A Shear-Wave Velocity Model in the City of Oued-Fodda (Northern Algeria) from Rayleigh Wave Ellipticity Inversion</title><author>Issaadi, Abdelouahab ; Semmane, Fethi ; Yelles-Chaouche, Abdelkrim ; Galiana-Merino, Juan José ; Layadi, Khalissa</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c364t-992122aa4cdc773b0c061f288703f328f8f12d726170ed7903db6039ed009ca13</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>ambient noise</topic><topic>cheliff basin</topic><topic>Earthquake damage</topic><topic>Earthquakes</topic><topic>Ellipticity</topic><topic>Environmental risk</topic><topic>fundamental frequency</topic><topic>Geology</topic><topic>Inversion</topic><topic>Lying</topic><topic>Methods</topic><topic>oued-fodda</topic><topic>rayleigh wave ellipticity</topic><topic>Rayleigh waves</topic><topic>Resonant frequencies</topic><topic>Seismic activity</topic><topic>Seismic hazard</topic><topic>shear-wave velocity</topic><topic>Soil characteristics</topic><topic>Wave velocity</topic><topic>Wavelet transforms</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Issaadi, Abdelouahab</creatorcontrib><creatorcontrib>Semmane, Fethi</creatorcontrib><creatorcontrib>Yelles-Chaouche, Abdelkrim</creatorcontrib><creatorcontrib>Galiana-Merino, Juan José</creatorcontrib><creatorcontrib>Layadi, Khalissa</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest Central</collection><collection>ProQuest Central Essentials</collection><collection>AUTh Library subscriptions: ProQuest Central</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</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>Directory of Open Access Journals</collection><jtitle>Applied sciences</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Issaadi, Abdelouahab</au><au>Semmane, Fethi</au><au>Yelles-Chaouche, Abdelkrim</au><au>Galiana-Merino, Juan José</au><au>Layadi, Khalissa</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A Shear-Wave Velocity Model in the City of Oued-Fodda (Northern Algeria) from Rayleigh Wave Ellipticity Inversion</atitle><jtitle>Applied sciences</jtitle><date>2020-03-01</date><risdate>2020</risdate><volume>10</volume><issue>5</issue><spage>1717</spage><pages>1717-</pages><issn>2076-3417</issn><eissn>2076-3417</eissn><abstract>The city of Oued-Fodda is located in north-central Algeria on the margins of the Middle-Cheliff Basin. 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In the surrounding plain, two clear peaks are identified in the ranges 1.8–3.5 Hz (fundamental frequencies) and 6.5–15 Hz (secondary peaks).</abstract><cop>Basel</cop><pub>MDPI AG</pub><doi>10.3390/app10051717</doi><orcidid>https://orcid.org/0000-0003-0098-2043</orcidid><orcidid>https://orcid.org/0000-0002-0818-2836</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | ambient noise cheliff basin Earthquake damage Earthquakes Ellipticity Environmental risk fundamental frequency Geology Inversion Lying Methods oued-fodda rayleigh wave ellipticity Rayleigh waves Resonant frequencies Seismic activity Seismic hazard shear-wave velocity Soil characteristics Wave velocity Wavelet transforms |
title | A Shear-Wave Velocity Model in the City of Oued-Fodda (Northern Algeria) from Rayleigh Wave Ellipticity Inversion |
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