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...
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Veröffentlicht in: | Soil mechanics and foundation engineering 2016-11, Vol.53 (5), p.332-335 |
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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 |
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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 & 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. 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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> |
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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 |
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