Seismic microzonation for Muscat region, Sultanate of Oman
Site characterization was carried out for Muscat region using the ambient noise measurements applying the horizontal-to-vertical spectral ratio (HVSR) technique and using active seismic survey utilizing the multichannel analysis of surface waves (MASW) of survey data. Microtremors measurements were...
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creator | El-Hussain, I. Deif, A. Al-Jabri, K. Mohamed, A. M. E. Al-Rawas, G. Toksöz, M. N. Sundararajan, N. El-Hady, S. Al-Hashmi, S. Al-Toubi, K. Al-Saifi, M. Al-Habsi, Z. |
description | Site characterization was carried out for Muscat region using the ambient noise measurements applying the horizontal-to-vertical spectral ratio (HVSR) technique and using active seismic survey utilizing the multichannel analysis of surface waves (MASW) of survey data. Microtremors measurements were carried out at 459 sites using short-period sensors. This extensive survey allowed the fundamental resonance frequency of the soft soil to be mapped and areas prone to site amplification to be identified. The results indicate a progressive decrease in the fundamental resonance frequencies from the southern and eastern parts, where the bedrock outcrops, toward the northern coast where a thickness of sedimentary cover is present. Shear wave velocity (Vs) was evaluated using the 2-D MASW at carefully selected 99 representative sites in Muscat. These 99 sites were investigated with survey lines of 52 m length. 1-D and interpolated 2-D profiles were generated up to a depth range 20–40 m. The vertical Vs soundings were used in the SHAKE91 software in combination with suitable seismic input strong motion records to obtain the soil effect. Most of the study area has amplification values less than 2.0 for all the considered spectral periods. The estimated fundamental frequencies obtained using the H/V spectral ratio method and using SHAKE91 are found to be in a relatively good agreement. Maps of spectral amplification, earthquake characteristics on the ground surface for peak ground and spectral accelerations at 0.1, 0.2, 0.3, 1.0, and 2.0 s, for 475 years return period are produced. The surface ground motion maps show that the hazard level is moderate with expected PGA in the range 0.059–0.145 g for 475 years return period. |
doi_str_mv | 10.1007/s11069-013-0785-9 |
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M. E. ; Al-Rawas, G. ; Toksöz, M. N. ; Sundararajan, N. ; El-Hady, S. ; Al-Hashmi, S. ; Al-Toubi, K. ; Al-Saifi, M. ; Al-Habsi, Z.</creator><creatorcontrib>El-Hussain, I. ; Deif, A. ; Al-Jabri, K. ; Mohamed, A. M. E. ; Al-Rawas, G. ; Toksöz, M. N. ; Sundararajan, N. ; El-Hady, S. ; Al-Hashmi, S. ; Al-Toubi, K. ; Al-Saifi, M. ; Al-Habsi, Z.</creatorcontrib><description>Site characterization was carried out for Muscat region using the ambient noise measurements applying the horizontal-to-vertical spectral ratio (HVSR) technique and using active seismic survey utilizing the multichannel analysis of surface waves (MASW) of survey data. Microtremors measurements were carried out at 459 sites using short-period sensors. This extensive survey allowed the fundamental resonance frequency of the soft soil to be mapped and areas prone to site amplification to be identified. The results indicate a progressive decrease in the fundamental resonance frequencies from the southern and eastern parts, where the bedrock outcrops, toward the northern coast where a thickness of sedimentary cover is present. Shear wave velocity (Vs) was evaluated using the 2-D MASW at carefully selected 99 representative sites in Muscat. These 99 sites were investigated with survey lines of 52 m length. 1-D and interpolated 2-D profiles were generated up to a depth range 20–40 m. The vertical Vs soundings were used in the SHAKE91 software in combination with suitable seismic input strong motion records to obtain the soil effect. Most of the study area has amplification values less than 2.0 for all the considered spectral periods. The estimated fundamental frequencies obtained using the H/V spectral ratio method and using SHAKE91 are found to be in a relatively good agreement. Maps of spectral amplification, earthquake characteristics on the ground surface for peak ground and spectral accelerations at 0.1, 0.2, 0.3, 1.0, and 2.0 s, for 475 years return period are produced. The surface ground motion maps show that the hazard level is moderate with expected PGA in the range 0.059–0.145 g for 475 years return period.</description><identifier>ISSN: 0921-030X</identifier><identifier>EISSN: 1573-0840</identifier><identifier>DOI: 10.1007/s11069-013-0785-9</identifier><language>eng</language><publisher>Dordrecht: Springer Netherlands</publisher><subject>Amplification ; Civil Engineering ; Earth and Environmental Science ; Earth Sciences ; Earth, ocean, space ; Earthquakes ; Engineering and environment geology. Geothermics ; Environmental Management ; Exact sciences and technology ; Geophysics/Geodesy ; Geotechnical Engineering & Applied Earth Sciences ; Ground motion ; Grounds ; Hazards ; Hydrogeology ; Natural Hazards ; Natural hazards: prediction, damages, etc ; Original Paper ; Regions ; Resonance ; Seismic activity ; Seismic phenomena ; Seismic surveys ; Seismology ; Soil (material) ; Spectra ; Spectrum analysis ; Surface waves ; Wave velocity</subject><ispartof>Natural hazards (Dordrecht), 2013-12, Vol.69 (3), p.1919-1950</ispartof><rights>Springer Science+Business Media Dordrecht 2013</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a478t-79d64f380e6207bb29648946d8d1587ecda0cee936630f19e4497cf5baedde2b3</citedby><cites>FETCH-LOGICAL-a478t-79d64f380e6207bb29648946d8d1587ecda0cee936630f19e4497cf5baedde2b3</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/s11069-013-0785-9$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s11069-013-0785-9$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27903,27904,41467,42536,51297</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=28015278$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>El-Hussain, I.</creatorcontrib><creatorcontrib>Deif, A.</creatorcontrib><creatorcontrib>Al-Jabri, K.</creatorcontrib><creatorcontrib>Mohamed, A. M. E.</creatorcontrib><creatorcontrib>Al-Rawas, G.</creatorcontrib><creatorcontrib>Toksöz, M. N.</creatorcontrib><creatorcontrib>Sundararajan, N.</creatorcontrib><creatorcontrib>El-Hady, S.</creatorcontrib><creatorcontrib>Al-Hashmi, S.</creatorcontrib><creatorcontrib>Al-Toubi, K.</creatorcontrib><creatorcontrib>Al-Saifi, M.</creatorcontrib><creatorcontrib>Al-Habsi, Z.</creatorcontrib><title>Seismic microzonation for Muscat region, Sultanate of Oman</title><title>Natural hazards (Dordrecht)</title><addtitle>Nat Hazards</addtitle><description>Site characterization was carried out for Muscat region using the ambient noise measurements applying the horizontal-to-vertical spectral ratio (HVSR) technique and using active seismic survey utilizing the multichannel analysis of surface waves (MASW) of survey data. Microtremors measurements were carried out at 459 sites using short-period sensors. This extensive survey allowed the fundamental resonance frequency of the soft soil to be mapped and areas prone to site amplification to be identified. The results indicate a progressive decrease in the fundamental resonance frequencies from the southern and eastern parts, where the bedrock outcrops, toward the northern coast where a thickness of sedimentary cover is present. Shear wave velocity (Vs) was evaluated using the 2-D MASW at carefully selected 99 representative sites in Muscat. These 99 sites were investigated with survey lines of 52 m length. 1-D and interpolated 2-D profiles were generated up to a depth range 20–40 m. The vertical Vs soundings were used in the SHAKE91 software in combination with suitable seismic input strong motion records to obtain the soil effect. Most of the study area has amplification values less than 2.0 for all the considered spectral periods. The estimated fundamental frequencies obtained using the H/V spectral ratio method and using SHAKE91 are found to be in a relatively good agreement. Maps of spectral amplification, earthquake characteristics on the ground surface for peak ground and spectral accelerations at 0.1, 0.2, 0.3, 1.0, and 2.0 s, for 475 years return period are produced. The surface ground motion maps show that the hazard level is moderate with expected PGA in the range 0.059–0.145 g for 475 years return period.</description><subject>Amplification</subject><subject>Civil Engineering</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Earth, ocean, space</subject><subject>Earthquakes</subject><subject>Engineering and environment geology. Geothermics</subject><subject>Environmental Management</subject><subject>Exact sciences and technology</subject><subject>Geophysics/Geodesy</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Ground motion</subject><subject>Grounds</subject><subject>Hazards</subject><subject>Hydrogeology</subject><subject>Natural Hazards</subject><subject>Natural hazards: prediction, damages, etc</subject><subject>Original Paper</subject><subject>Regions</subject><subject>Resonance</subject><subject>Seismic activity</subject><subject>Seismic phenomena</subject><subject>Seismic surveys</subject><subject>Seismology</subject><subject>Soil (material)</subject><subject>Spectra</subject><subject>Spectrum analysis</subject><subject>Surface waves</subject><subject>Wave velocity</subject><issn>0921-030X</issn><issn>1573-0840</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNqFkE1LxDAQhoMouK7-AG8FETxYnUnSfHiTxS9Y2cMqeAvZNl26dNs1aQ_6683SRUQQD2FI5pmXzEPIKcIVAsjrgAhCp4AsBamyVO-REWYy3hSHfTICTTEFBm-H5CiEFQCioHpEbuauCusqT-Lx7Wfb2K5qm6RsffLch9x2iXfL-HKZzPu6s7HtkrZMZmvbHJOD0tbBnezqmLze371MHtPp7OFpcjtNLZeqS6UuBC-ZAicoyMWCasGV5qJQBWZKurywkDunmRAMStSOcy3zMltYVxSOLtiYXAy5G9--9y50Zl2F3NW1bVzbB4OCUyqAofgfzaIrRTPBInr2C121vW_iIga5QMUpoypSOFBRTgjelWbjq7X1HwbBbMWbQbyJ4s1WvNFx5nyXbKPAuvS2yavwPUgVYEblNpsOXIitZun8jx_8Gf4FVS6Qhw</recordid><startdate>20131201</startdate><enddate>20131201</enddate><creator>El-Hussain, I.</creator><creator>Deif, A.</creator><creator>Al-Jabri, K.</creator><creator>Mohamed, A. 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N.</creator><creator>Sundararajan, N.</creator><creator>El-Hady, S.</creator><creator>Al-Hashmi, S.</creator><creator>Al-Toubi, K.</creator><creator>Al-Saifi, M.</creator><creator>Al-Habsi, Z.</creator><general>Springer Netherlands</general><general>Springer</general><general>Springer Nature B.V</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7ST</scope><scope>7TG</scope><scope>7UA</scope><scope>7XB</scope><scope>88I</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M2P</scope><scope>M7S</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>PYCSY</scope><scope>Q9U</scope><scope>SOI</scope><scope>7TN</scope></search><sort><creationdate>20131201</creationdate><title>Seismic microzonation for Muscat region, Sultanate of Oman</title><author>El-Hussain, I. ; Deif, A. ; Al-Jabri, K. ; Mohamed, A. M. E. ; Al-Rawas, G. ; Toksöz, M. N. ; Sundararajan, N. ; El-Hady, S. ; Al-Hashmi, S. ; Al-Toubi, K. ; Al-Saifi, M. ; Al-Habsi, Z.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a478t-79d64f380e6207bb29648946d8d1587ecda0cee936630f19e4497cf5baedde2b3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Amplification</topic><topic>Civil Engineering</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Earth, ocean, space</topic><topic>Earthquakes</topic><topic>Engineering and environment geology. Geothermics</topic><topic>Environmental Management</topic><topic>Exact sciences and technology</topic><topic>Geophysics/Geodesy</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Ground motion</topic><topic>Grounds</topic><topic>Hazards</topic><topic>Hydrogeology</topic><topic>Natural Hazards</topic><topic>Natural hazards: prediction, damages, etc</topic><topic>Original Paper</topic><topic>Regions</topic><topic>Resonance</topic><topic>Seismic activity</topic><topic>Seismic phenomena</topic><topic>Seismic surveys</topic><topic>Seismology</topic><topic>Soil (material)</topic><topic>Spectra</topic><topic>Spectrum analysis</topic><topic>Surface waves</topic><topic>Wave velocity</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>El-Hussain, I.</creatorcontrib><creatorcontrib>Deif, A.</creatorcontrib><creatorcontrib>Al-Jabri, K.</creatorcontrib><creatorcontrib>Mohamed, A. M. 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N.</creatorcontrib><creatorcontrib>Sundararajan, N.</creatorcontrib><creatorcontrib>El-Hady, S.</creatorcontrib><creatorcontrib>Al-Hashmi, S.</creatorcontrib><creatorcontrib>Al-Toubi, K.</creatorcontrib><creatorcontrib>Al-Saifi, M.</creatorcontrib><creatorcontrib>Al-Habsi, Z.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Environment Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Science Database</collection><collection>Engineering Database</collection><collection>Environmental Science Database</collection><collection>Earth, Atmospheric & Aquatic Science 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>Engineering Collection</collection><collection>Environmental Science Collection</collection><collection>ProQuest Central Basic</collection><collection>Environment Abstracts</collection><collection>Oceanic Abstracts</collection><jtitle>Natural hazards (Dordrecht)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>El-Hussain, I.</au><au>Deif, A.</au><au>Al-Jabri, K.</au><au>Mohamed, A. M. E.</au><au>Al-Rawas, G.</au><au>Toksöz, M. N.</au><au>Sundararajan, N.</au><au>El-Hady, S.</au><au>Al-Hashmi, S.</au><au>Al-Toubi, K.</au><au>Al-Saifi, M.</au><au>Al-Habsi, Z.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Seismic microzonation for Muscat region, Sultanate of Oman</atitle><jtitle>Natural hazards (Dordrecht)</jtitle><stitle>Nat Hazards</stitle><date>2013-12-01</date><risdate>2013</risdate><volume>69</volume><issue>3</issue><spage>1919</spage><epage>1950</epage><pages>1919-1950</pages><issn>0921-030X</issn><eissn>1573-0840</eissn><abstract>Site characterization was carried out for Muscat region using the ambient noise measurements applying the horizontal-to-vertical spectral ratio (HVSR) technique and using active seismic survey utilizing the multichannel analysis of surface waves (MASW) of survey data. Microtremors measurements were carried out at 459 sites using short-period sensors. This extensive survey allowed the fundamental resonance frequency of the soft soil to be mapped and areas prone to site amplification to be identified. The results indicate a progressive decrease in the fundamental resonance frequencies from the southern and eastern parts, where the bedrock outcrops, toward the northern coast where a thickness of sedimentary cover is present. Shear wave velocity (Vs) was evaluated using the 2-D MASW at carefully selected 99 representative sites in Muscat. These 99 sites were investigated with survey lines of 52 m length. 1-D and interpolated 2-D profiles were generated up to a depth range 20–40 m. The vertical Vs soundings were used in the SHAKE91 software in combination with suitable seismic input strong motion records to obtain the soil effect. Most of the study area has amplification values less than 2.0 for all the considered spectral periods. The estimated fundamental frequencies obtained using the H/V spectral ratio method and using SHAKE91 are found to be in a relatively good agreement. Maps of spectral amplification, earthquake characteristics on the ground surface for peak ground and spectral accelerations at 0.1, 0.2, 0.3, 1.0, and 2.0 s, for 475 years return period are produced. The surface ground motion maps show that the hazard level is moderate with expected PGA in the range 0.059–0.145 g for 475 years return period.</abstract><cop>Dordrecht</cop><pub>Springer Netherlands</pub><doi>10.1007/s11069-013-0785-9</doi><tpages>32</tpages><oa>free_for_read</oa></addata></record> |
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subjects | Amplification Civil Engineering Earth and Environmental Science Earth Sciences Earth, ocean, space Earthquakes Engineering and environment geology. Geothermics Environmental Management Exact sciences and technology Geophysics/Geodesy Geotechnical Engineering & Applied Earth Sciences Ground motion Grounds Hazards Hydrogeology Natural Hazards Natural hazards: prediction, damages, etc Original Paper Regions Resonance Seismic activity Seismic phenomena Seismic surveys Seismology Soil (material) Spectra Spectrum analysis Surface waves Wave velocity |
title | Seismic microzonation for Muscat region, Sultanate of Oman |
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