Investigation of correlations between shear wave velocities and CPT data: a case study at Eskisehir in Turkey
Seismic waves result from fault movement during earthquakes. Depending on the features of the physical environment through which they pass, there are variations in the velocity and amplitude of body waves, which occur underground, and surface waves, which occur on the Earth’s surface. The ratio of s...
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| Veröffentlicht in: | Bulletin of engineering geology and the environment 2018-02, Vol.77 (1), p.225-236 |
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| description | Seismic waves result from fault movement during earthquakes. Depending on the features of the physical environment through which they pass, there are variations in the velocity and amplitude of body waves, which occur underground, and surface waves, which occur on the Earth’s surface. The ratio of shear wave velocity (
V
s
) to near-surface velocity is a parameter used widely in land use planning to predict the potential for amplified seismic shaking, especially in urban areas. The main objective of this study was to estimate
V
s
by using cone resistance (
q
c
) and lateral friction (
f
s
) for a study area at Eskisehir Graben, to help mitigate geotechnical earthquake engineering problems in civil engineering and land use planning. In geotechnical shallow soil research, certain geophysical methods are used for measuring
V
s
—a major form of seismic energy propagation—at the near surface. In this study, cone penetrometer data collected from seismic cone penetration tests (SCPT) includes
q
c
,
f
s
, and downhole
V
s
. S-type seismic energy waveforms, which are produced on the surface, were measured at different depths using an S-type geophone in the city center of Eskisehir via SCPT. With SCPT,
q
c
, friction ratios (
R
f
), and
V
s
values were measured at 42 different test points.
R
f
properties are associated with soil thickness, and these were compared with dynamic soil properties (
V
s
) using a standard statistical method; we calculated correlations amongst
V
s
,
q
c
, and
R
f
measured from cone penetration tests. |
| doi_str_mv | 10.1007/s10064-016-0987-y |
| format | Article |
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V
s
) to near-surface velocity is a parameter used widely in land use planning to predict the potential for amplified seismic shaking, especially in urban areas. The main objective of this study was to estimate
V
s
by using cone resistance (
q
c
) and lateral friction (
f
s
) for a study area at Eskisehir Graben, to help mitigate geotechnical earthquake engineering problems in civil engineering and land use planning. In geotechnical shallow soil research, certain geophysical methods are used for measuring
V
s
—a major form of seismic energy propagation—at the near surface. In this study, cone penetrometer data collected from seismic cone penetration tests (SCPT) includes
q
c
,
f
s
, and downhole
V
s
. S-type seismic energy waveforms, which are produced on the surface, were measured at different depths using an S-type geophone in the city center of Eskisehir via SCPT. With SCPT,
q
c
, friction ratios (
R
f
), and
V
s
values were measured at 42 different test points.
R
f
properties are associated with soil thickness, and these were compared with dynamic soil properties (
V
s
) using a standard statistical method; we calculated correlations amongst
V
s
,
q
c
, and
R
f
measured from cone penetration tests.</description><identifier>ISSN: 1435-9529</identifier><identifier>EISSN: 1435-9537</identifier><identifier>DOI: 10.1007/s10064-016-0987-y</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Body waves ; Case studies ; Civil engineering ; Cone penetration tests ; Correlation ; Earth ; Earth and Environmental Science ; Earth Sciences ; Earth surface ; Earthquake engineering ; Earthquakes ; Energy measurement ; Foundations ; Friction ; Friction resistance ; Geoecology/Natural Processes ; Geoengineering ; Geological engineering ; Geophysical exploration ; Geophysical methods ; Geophysics ; Geotechnical engineering ; Geotechnical Engineering & Applied Earth Sciences ; Graben ; Hydraulics ; Land use ; Land use management ; Land use planning ; Mathematical analysis ; Measurement methods ; Nature Conservation ; Original Paper ; P-waves ; Penetration ; Penetrometers ; Ratios ; Seismic activity ; Seismic energy ; Seismic engineering ; Seismic response ; Seismic velocities ; Seismic waves ; Shaking ; Shear wave velocities ; Soil ; Soil dynamics ; Soil properties ; Statistical analysis ; Statistical methods ; Surface velocity ; Surface waves ; Urban areas ; Velocity ; Wave velocity ; Waveforms</subject><ispartof>Bulletin of engineering geology and the environment, 2018-02, Vol.77 (1), p.225-236</ispartof><rights>Springer-Verlag Berlin Heidelberg 2016</rights><rights>Bulletin of Engineering Geology and the Environment is a copyright of Springer, (2016). All Rights Reserved.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c316t-28cd61df219ea977060386ee3a9743e7167ecf6f9e5c6c806127d5db6d0fb0ad3</citedby><cites>FETCH-LOGICAL-c316t-28cd61df219ea977060386ee3a9743e7167ecf6f9e5c6c806127d5db6d0fb0ad3</cites><orcidid>0000-0002-7118-9977</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s10064-016-0987-y$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s10064-016-0987-y$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,41488,42557,51319</link.rule.ids></links><search><creatorcontrib>Tun, Muammer</creatorcontrib><creatorcontrib>Ayday, Can</creatorcontrib><title>Investigation of correlations between shear wave velocities and CPT data: a case study at Eskisehir in Turkey</title><title>Bulletin of engineering geology and the environment</title><addtitle>Bull Eng Geol Environ</addtitle><description>Seismic waves result from fault movement during earthquakes. Depending on the features of the physical environment through which they pass, there are variations in the velocity and amplitude of body waves, which occur underground, and surface waves, which occur on the Earth’s surface. The ratio of shear wave velocity (
V
s
) to near-surface velocity is a parameter used widely in land use planning to predict the potential for amplified seismic shaking, especially in urban areas. The main objective of this study was to estimate
V
s
by using cone resistance (
q
c
) and lateral friction (
f
s
) for a study area at Eskisehir Graben, to help mitigate geotechnical earthquake engineering problems in civil engineering and land use planning. In geotechnical shallow soil research, certain geophysical methods are used for measuring
V
s
—a major form of seismic energy propagation—at the near surface. In this study, cone penetrometer data collected from seismic cone penetration tests (SCPT) includes
q
c
,
f
s
, and downhole
V
s
. S-type seismic energy waveforms, which are produced on the surface, were measured at different depths using an S-type geophone in the city center of Eskisehir via SCPT. With SCPT,
q
c
, friction ratios (
R
f
), and
V
s
values were measured at 42 different test points.
R
f
properties are associated with soil thickness, and these were compared with dynamic soil properties (
V
s
) using a standard statistical method; we calculated correlations amongst
V
s
,
q
c
, and
R
f
measured from cone penetration tests.</description><subject>Body waves</subject><subject>Case studies</subject><subject>Civil engineering</subject><subject>Cone penetration tests</subject><subject>Correlation</subject><subject>Earth</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Earth surface</subject><subject>Earthquake engineering</subject><subject>Earthquakes</subject><subject>Energy measurement</subject><subject>Foundations</subject><subject>Friction</subject><subject>Friction resistance</subject><subject>Geoecology/Natural Processes</subject><subject>Geoengineering</subject><subject>Geological engineering</subject><subject>Geophysical exploration</subject><subject>Geophysical methods</subject><subject>Geophysics</subject><subject>Geotechnical engineering</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Graben</subject><subject>Hydraulics</subject><subject>Land use</subject><subject>Land use management</subject><subject>Land use planning</subject><subject>Mathematical analysis</subject><subject>Measurement methods</subject><subject>Nature Conservation</subject><subject>Original Paper</subject><subject>P-waves</subject><subject>Penetration</subject><subject>Penetrometers</subject><subject>Ratios</subject><subject>Seismic activity</subject><subject>Seismic energy</subject><subject>Seismic engineering</subject><subject>Seismic response</subject><subject>Seismic velocities</subject><subject>Seismic waves</subject><subject>Shaking</subject><subject>Shear wave velocities</subject><subject>Soil</subject><subject>Soil dynamics</subject><subject>Soil properties</subject><subject>Statistical analysis</subject><subject>Statistical methods</subject><subject>Surface velocity</subject><subject>Surface waves</subject><subject>Urban areas</subject><subject>Velocity</subject><subject>Wave velocity</subject><subject>Waveforms</subject><issn>1435-9529</issn><issn>1435-9537</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp1kE9LAzEQxYMoWKsfwFvA82qS3U023qRULRT0UM8hTWbb9M9uTdKW_famrogXLzPz4L0Z5ofQLSX3lBDxEFLlRUYoz4isRNadoQEt8jKTZS7Of2cmL9FVCCtCaFkxOkDbSXOAEN1CR9c2uK2xab2HzbcMeA7xCNDgsATt8VEfAB9g0xoXHQSsG4tH7zNsddSPWGOjA-AQ97bDOuJxWLsAS-exa_Bs79fQXaOLWm8C3Pz0Ifp4Hs9Gr9n07WUyeppmJqc8ZqwyllNbMypBSyEIJ3nFAfIkihwE5QJMzWsJpeGmIpwyYUs755bUc6JtPkR3_d6dbz_36T-1ave-SScVlbJgFa-YTC7au4xvQ_BQq513W-07RYk6UVU9VZWoqhNV1aUM6zMheZsF-D-b_w19AQNce9U</recordid><startdate>20180201</startdate><enddate>20180201</enddate><creator>Tun, Muammer</creator><creator>Ayday, Can</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>7TG</scope><scope>7UA</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</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>M7S</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>PYCSY</scope><scope>SOI</scope><orcidid>https://orcid.org/0000-0002-7118-9977</orcidid></search><sort><creationdate>20180201</creationdate><title>Investigation of correlations between shear wave velocities and CPT data: a case study at Eskisehir in Turkey</title><author>Tun, Muammer ; Ayday, Can</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c316t-28cd61df219ea977060386ee3a9743e7167ecf6f9e5c6c806127d5db6d0fb0ad3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Body waves</topic><topic>Case studies</topic><topic>Civil engineering</topic><topic>Cone penetration tests</topic><topic>Correlation</topic><topic>Earth</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Earth surface</topic><topic>Earthquake engineering</topic><topic>Earthquakes</topic><topic>Energy measurement</topic><topic>Foundations</topic><topic>Friction</topic><topic>Friction resistance</topic><topic>Geoecology/Natural Processes</topic><topic>Geoengineering</topic><topic>Geological engineering</topic><topic>Geophysical exploration</topic><topic>Geophysical methods</topic><topic>Geophysics</topic><topic>Geotechnical engineering</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Graben</topic><topic>Hydraulics</topic><topic>Land use</topic><topic>Land use management</topic><topic>Land use planning</topic><topic>Mathematical analysis</topic><topic>Measurement methods</topic><topic>Nature Conservation</topic><topic>Original Paper</topic><topic>P-waves</topic><topic>Penetration</topic><topic>Penetrometers</topic><topic>Ratios</topic><topic>Seismic activity</topic><topic>Seismic energy</topic><topic>Seismic engineering</topic><topic>Seismic response</topic><topic>Seismic velocities</topic><topic>Seismic waves</topic><topic>Shaking</topic><topic>Shear wave velocities</topic><topic>Soil</topic><topic>Soil dynamics</topic><topic>Soil properties</topic><topic>Statistical analysis</topic><topic>Statistical methods</topic><topic>Surface velocity</topic><topic>Surface waves</topic><topic>Urban areas</topic><topic>Velocity</topic><topic>Wave velocity</topic><topic>Waveforms</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Tun, Muammer</creatorcontrib><creatorcontrib>Ayday, Can</creatorcontrib><collection>CrossRef</collection><collection>Environment Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</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>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>Environment Abstracts</collection><jtitle>Bulletin of engineering geology and the environment</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Tun, Muammer</au><au>Ayday, Can</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Investigation of correlations between shear wave velocities and CPT data: a case study at Eskisehir in Turkey</atitle><jtitle>Bulletin of engineering geology and the environment</jtitle><stitle>Bull Eng Geol Environ</stitle><date>2018-02-01</date><risdate>2018</risdate><volume>77</volume><issue>1</issue><spage>225</spage><epage>236</epage><pages>225-236</pages><issn>1435-9529</issn><eissn>1435-9537</eissn><abstract>Seismic waves result from fault movement during earthquakes. Depending on the features of the physical environment through which they pass, there are variations in the velocity and amplitude of body waves, which occur underground, and surface waves, which occur on the Earth’s surface. The ratio of shear wave velocity (
V
s
) to near-surface velocity is a parameter used widely in land use planning to predict the potential for amplified seismic shaking, especially in urban areas. The main objective of this study was to estimate
V
s
by using cone resistance (
q
c
) and lateral friction (
f
s
) for a study area at Eskisehir Graben, to help mitigate geotechnical earthquake engineering problems in civil engineering and land use planning. In geotechnical shallow soil research, certain geophysical methods are used for measuring
V
s
—a major form of seismic energy propagation—at the near surface. In this study, cone penetrometer data collected from seismic cone penetration tests (SCPT) includes
q
c
,
f
s
, and downhole
V
s
. S-type seismic energy waveforms, which are produced on the surface, were measured at different depths using an S-type geophone in the city center of Eskisehir via SCPT. With SCPT,
q
c
, friction ratios (
R
f
), and
V
s
values were measured at 42 different test points.
R
f
properties are associated with soil thickness, and these were compared with dynamic soil properties (
V
s
) using a standard statistical method; we calculated correlations amongst
V
s
,
q
c
, and
R
f
measured from cone penetration tests.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s10064-016-0987-y</doi><tpages>12</tpages><orcidid>https://orcid.org/0000-0002-7118-9977</orcidid></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1435-9529 |
| ispartof | Bulletin of engineering geology and the environment, 2018-02, Vol.77 (1), p.225-236 |
| issn | 1435-9529 1435-9537 |
| language | eng |
| recordid | cdi_proquest_journals_1994286829 |
| source | SpringerNature Journals |
| subjects | Body waves Case studies Civil engineering Cone penetration tests Correlation Earth Earth and Environmental Science Earth Sciences Earth surface Earthquake engineering Earthquakes Energy measurement Foundations Friction Friction resistance Geoecology/Natural Processes Geoengineering Geological engineering Geophysical exploration Geophysical methods Geophysics Geotechnical engineering Geotechnical Engineering & Applied Earth Sciences Graben Hydraulics Land use Land use management Land use planning Mathematical analysis Measurement methods Nature Conservation Original Paper P-waves Penetration Penetrometers Ratios Seismic activity Seismic energy Seismic engineering Seismic response Seismic velocities Seismic waves Shaking Shear wave velocities Soil Soil dynamics Soil properties Statistical analysis Statistical methods Surface velocity Surface waves Urban areas Velocity Wave velocity Waveforms |
| title | Investigation of correlations between shear wave velocities and CPT data: a case study at Eskisehir in Turkey |
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