Liquefaction Hazard Assessment of Earth Quake Prone Area: a Study Based on Shear Wave Velocity by Multichannel Analysis of Surface Waves (MASW)
The shear wave velocity (V S ) profile based on the dispersive characteristics of fundamental mode of Rayleigh type surface waves indicate underground stiffness change with depth as well as near surface stiffness. The most important utility of shear wave velocity (V S ) is to estimate the liquefacti...
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| Veröffentlicht in: | Geotechnical and geological engineering 2011-05, Vol.29 (3), p.267-275 |
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| creator | Sundararajan, N. Seshunarayana, T. |
| description | The shear wave velocity (V
S
) profile based on the dispersive characteristics of fundamental mode of Rayleigh type surface waves indicate underground stiffness change with depth as well as near surface stiffness. The most important utility of shear wave velocity (V
S
) is to estimate the liquefaction hazard potential of an area particularly in seismically active region. Rayleigh type surface waves were utilized to estimate the velocity (V
S
) of shallow subsurface covering a depth range of 30–50 m employing multichannel analysis of surface waves. The liquefaction hazard map predicts an approximate percentage of an area that will have surface manifestation of liquefaction during an earth quake. The surface wave data acquired in an earth quake prone region of Jabalpur (Seismic zone III), India, yields a velocity (V
S
) range of 200–750 m/s corresponding to the subsurface depth of 30–35 m. The results were analyzed for possible liquefaction hazard in the study area and presented here besides the N values. |
| doi_str_mv | 10.1007/s10706-010-9360-2 |
| format | Article |
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S
) profile based on the dispersive characteristics of fundamental mode of Rayleigh type surface waves indicate underground stiffness change with depth as well as near surface stiffness. The most important utility of shear wave velocity (V
S
) is to estimate the liquefaction hazard potential of an area particularly in seismically active region. Rayleigh type surface waves were utilized to estimate the velocity (V
S
) of shallow subsurface covering a depth range of 30–50 m employing multichannel analysis of surface waves. The liquefaction hazard map predicts an approximate percentage of an area that will have surface manifestation of liquefaction during an earth quake. The surface wave data acquired in an earth quake prone region of Jabalpur (Seismic zone III), India, yields a velocity (V
S
) range of 200–750 m/s corresponding to the subsurface depth of 30–35 m. The results were analyzed for possible liquefaction hazard in the study area and presented here besides the N values.</description><identifier>ISSN: 0960-3182</identifier><identifier>EISSN: 1573-1529</identifier><identifier>DOI: 10.1007/s10706-010-9360-2</identifier><language>eng</language><publisher>Dordrecht: Springer Netherlands</publisher><subject>Area ; Civil Engineering ; Data acquisition ; Depth ; Earth ; Earth and Environmental Science ; Earth Sciences ; Earth surface ; Estimates ; Geotechnical Engineering & Applied Earth Sciences ; Hazard assessment ; Hazards ; Hydrogeology ; Liquefaction ; Original Paper ; S waves ; Seismic engineering ; Seismic phenomena ; Seismic velocities ; Seismic zones ; Shear ; Shear wave velocities ; Sound waves ; Stiffness ; Surface water waves ; Surface waves ; Terrestrial Pollution ; Velocity ; Waste Management/Waste Technology ; Wave data ; Wave velocity</subject><ispartof>Geotechnical and geological engineering, 2011-05, Vol.29 (3), p.267-275</ispartof><rights>Springer Science+Business Media B.V. 2010</rights><rights>Geotechnical and Geological Engineering is a copyright of Springer, (2010). All Rights Reserved.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a371t-a2f1b4a1f0ef0cc0aa068c7ed3be7b01e515ea23f73b51f6b92346f347a87e403</citedby><cites>FETCH-LOGICAL-a371t-a2f1b4a1f0ef0cc0aa068c7ed3be7b01e515ea23f73b51f6b92346f347a87e403</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/s10706-010-9360-2$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s10706-010-9360-2$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,41464,42533,51294</link.rule.ids></links><search><creatorcontrib>Sundararajan, N.</creatorcontrib><creatorcontrib>Seshunarayana, T.</creatorcontrib><title>Liquefaction Hazard Assessment of Earth Quake Prone Area: a Study Based on Shear Wave Velocity by Multichannel Analysis of Surface Waves (MASW)</title><title>Geotechnical and geological engineering</title><addtitle>Geotech Geol Eng</addtitle><description>The shear wave velocity (V
S
) profile based on the dispersive characteristics of fundamental mode of Rayleigh type surface waves indicate underground stiffness change with depth as well as near surface stiffness. The most important utility of shear wave velocity (V
S
) is to estimate the liquefaction hazard potential of an area particularly in seismically active region. Rayleigh type surface waves were utilized to estimate the velocity (V
S
) of shallow subsurface covering a depth range of 30–50 m employing multichannel analysis of surface waves. The liquefaction hazard map predicts an approximate percentage of an area that will have surface manifestation of liquefaction during an earth quake. The surface wave data acquired in an earth quake prone region of Jabalpur (Seismic zone III), India, yields a velocity (V
S
) range of 200–750 m/s corresponding to the subsurface depth of 30–35 m. The results were analyzed for possible liquefaction hazard in the study area and presented here besides the N values.</description><subject>Area</subject><subject>Civil Engineering</subject><subject>Data acquisition</subject><subject>Depth</subject><subject>Earth</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Earth surface</subject><subject>Estimates</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Hazard assessment</subject><subject>Hazards</subject><subject>Hydrogeology</subject><subject>Liquefaction</subject><subject>Original Paper</subject><subject>S waves</subject><subject>Seismic engineering</subject><subject>Seismic phenomena</subject><subject>Seismic velocities</subject><subject>Seismic zones</subject><subject>Shear</subject><subject>Shear wave velocities</subject><subject>Sound waves</subject><subject>Stiffness</subject><subject>Surface water waves</subject><subject>Surface waves</subject><subject>Terrestrial Pollution</subject><subject>Velocity</subject><subject>Waste Management/Waste Technology</subject><subject>Wave data</subject><subject>Wave velocity</subject><issn>0960-3182</issn><issn>1573-1529</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNp1kVFr1EAQx4MoeFY_gG8LPqgPsTO7SfbiW1paK1xRObWPyyQ366XmkrqTFOKX8Cu71xMKQp8Wht_vP-z8k-QlwjsEsMeCYKFIASEtTQGpfpQsMLcmxVyXj5MFlHFocKmfJs9ErgFAF4CL5M-q_TWxp2Zsh15d0G8KG1WJsMiO-1ENXp1RGLfqy0Q_WX0OQ8-qCkzvFan1OG1mdULCGxXt9ZYpqCu6ZfWdu6Fpx1nVs7qcurFtttT33Kmqp26WVvbB6ynExXxniHpzWa2v3j5PnnjqhF_8e4-Sb-dnX08v0tWnDx9Pq1VKxuKYkvZYZ4Qe2EPTABEUy8byxtRsa0DOMWfSxltT5-iLutQmK7zJLC0tZ2COkteH3JswxAPI6HatNNx11PMwiSuxLA0WWR7JV_-R18MU4jfEaZ2XtjQWMFJ4oJowiAT27ia0OwqzQ3D7htyhIRcbcvuGnI6OPjgS2f4Hh_vkh6W_5eGTKA</recordid><startdate>20110501</startdate><enddate>20110501</enddate><creator>Sundararajan, N.</creator><creator>Seshunarayana, T.</creator><general>Springer Netherlands</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TN</scope><scope>7UA</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AEUYN</scope><scope>AFKRA</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>H96</scope><scope>HCIFZ</scope><scope>L.G</scope><scope>L6V</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>7SM</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20110501</creationdate><title>Liquefaction Hazard Assessment of Earth Quake Prone Area: a Study Based on Shear Wave Velocity by Multichannel Analysis of Surface Waves (MASW)</title><author>Sundararajan, N. ; Seshunarayana, T.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a371t-a2f1b4a1f0ef0cc0aa068c7ed3be7b01e515ea23f73b51f6b92346f347a87e403</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2011</creationdate><topic>Area</topic><topic>Civil Engineering</topic><topic>Data acquisition</topic><topic>Depth</topic><topic>Earth</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Earth surface</topic><topic>Estimates</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Hazard assessment</topic><topic>Hazards</topic><topic>Hydrogeology</topic><topic>Liquefaction</topic><topic>Original Paper</topic><topic>S waves</topic><topic>Seismic engineering</topic><topic>Seismic phenomena</topic><topic>Seismic velocities</topic><topic>Seismic zones</topic><topic>Shear</topic><topic>Shear wave velocities</topic><topic>Sound waves</topic><topic>Stiffness</topic><topic>Surface water waves</topic><topic>Surface waves</topic><topic>Terrestrial Pollution</topic><topic>Velocity</topic><topic>Waste Management/Waste Technology</topic><topic>Wave data</topic><topic>Wave velocity</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Sundararajan, N.</creatorcontrib><creatorcontrib>Seshunarayana, T.</creatorcontrib><collection>CrossRef</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</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>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering 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>Earthquake Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Geotechnical and geological engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Sundararajan, N.</au><au>Seshunarayana, T.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Liquefaction Hazard Assessment of Earth Quake Prone Area: a Study Based on Shear Wave Velocity by Multichannel Analysis of Surface Waves (MASW)</atitle><jtitle>Geotechnical and geological engineering</jtitle><stitle>Geotech Geol Eng</stitle><date>2011-05-01</date><risdate>2011</risdate><volume>29</volume><issue>3</issue><spage>267</spage><epage>275</epage><pages>267-275</pages><issn>0960-3182</issn><eissn>1573-1529</eissn><abstract>The shear wave velocity (V
S
) profile based on the dispersive characteristics of fundamental mode of Rayleigh type surface waves indicate underground stiffness change with depth as well as near surface stiffness. The most important utility of shear wave velocity (V
S
) is to estimate the liquefaction hazard potential of an area particularly in seismically active region. Rayleigh type surface waves were utilized to estimate the velocity (V
S
) of shallow subsurface covering a depth range of 30–50 m employing multichannel analysis of surface waves. The liquefaction hazard map predicts an approximate percentage of an area that will have surface manifestation of liquefaction during an earth quake. The surface wave data acquired in an earth quake prone region of Jabalpur (Seismic zone III), India, yields a velocity (V
S
) range of 200–750 m/s corresponding to the subsurface depth of 30–35 m. The results were analyzed for possible liquefaction hazard in the study area and presented here besides the N values.</abstract><cop>Dordrecht</cop><pub>Springer Netherlands</pub><doi>10.1007/s10706-010-9360-2</doi><tpages>9</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0960-3182 |
| ispartof | Geotechnical and geological engineering, 2011-05, Vol.29 (3), p.267-275 |
| issn | 0960-3182 1573-1529 |
| language | eng |
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| subjects | Area Civil Engineering Data acquisition Depth Earth Earth and Environmental Science Earth Sciences Earth surface Estimates Geotechnical Engineering & Applied Earth Sciences Hazard assessment Hazards Hydrogeology Liquefaction Original Paper S waves Seismic engineering Seismic phenomena Seismic velocities Seismic zones Shear Shear wave velocities Sound waves Stiffness Surface water waves Surface waves Terrestrial Pollution Velocity Waste Management/Waste Technology Wave data Wave velocity |
| title | Liquefaction Hazard Assessment of Earth Quake Prone Area: a Study Based on Shear Wave Velocity by Multichannel Analysis of Surface Waves (MASW) |
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