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<i>In Situ</i>Shear‐Wave Velocity Measurements at the Delaney Park Downhole Array, Anchorage, Alaska
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2018
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Applied GeophysicsEngineeringSeismic WaveEarthquake HazardsEarth ScienceGeophysicsGeotechnical EngineeringGeoenvironmental EngineeringOcean Wave MechanicsGround MotionEarthquake EngineeringWave PropagationGeographyHydromechanicsAlaska AnchorageAbbott RoadEngineering GeologyOcean EngineeringSeismologySeismic Reflection ProfilingCivil EngineeringGeomechanicsUtpal Dutta
Research Article| November 28, 2018 In Situ Shear‐Wave Velocity Measurements at the Delaney Park Downhole Array, Anchorage, Alaska John Thornley; John Thornley aGolder Associates Inc., 2121 Abbott Road, Suite 100, Anchorage, Alaska 99507 U.S.A., john_thornley@golder.comdAlso at Department of Civil and Environmental Engineering, University of Strathclyde, James Weir Building, 75 Montrose Street, Glasgow G1 1XJ, United Kingdom. Search for other works by this author on: GSW Google Scholar Utpal Dutta; Utpal Dutta bCollege of Engineering, University of Alaska Anchorage, 3211 Providence Drive, EIB, Anchorage, Alaska 99508 U.S.A. Search for other works by this author on: GSW Google Scholar Peter Fahringer; Peter Fahringer cGolder Associates Inc., 18300 NE Union Hill Road, #200, Redmond, Washington 98052 U.S.A. Search for other works by this author on: GSW Google Scholar Zhaohui (Joey) Yang Zhaohui (Joey) Yang bCollege of Engineering, University of Alaska Anchorage, 3211 Providence Drive, EIB, Anchorage, Alaska 99508 U.S.A. Search for other works by this author on: GSW Google Scholar Author and Article Information John Thornley aGolder Associates Inc., 2121 Abbott Road, Suite 100, Anchorage, Alaska 99507 U.S.A., john_thornley@golder.comdAlso at Department of Civil and Environmental Engineering, University of Strathclyde, James Weir Building, 75 Montrose Street, Glasgow G1 1XJ, United Kingdom. Utpal Dutta bCollege of Engineering, University of Alaska Anchorage, 3211 Providence Drive, EIB, Anchorage, Alaska 99508 U.S.A. Peter Fahringer cGolder Associates Inc., 18300 NE Union Hill Road, #200, Redmond, Washington 98052 U.S.A. Zhaohui (Joey) Yang bCollege of Engineering, University of Alaska Anchorage, 3211 Providence Drive, EIB, Anchorage, Alaska 99508 U.S.A. Publisher: Seismological Society of America First Online: 29 Nov 2018 Online Issn: 1938-2057 Print Issn: 0895-0695 © Seismological Society of America Seismological Research Letters (2019) 90 (1): 395–400. https://doi.org/10.1785/0220180178 Article history First Online: 29 Nov 2018 Cite View This Citation Add to Citation Manager Share Icon Share Facebook Twitter LinkedIn MailTo Tools Icon Tools Get Permissions Search Site Citation John Thornley, Utpal Dutta, Peter Fahringer, Zhaohui (Joey) Yang; In Situ Shear‐Wave Velocity Measurements at the Delaney Park Downhole Array, Anchorage, Alaska. Seismological Research Letters 2018;; 90 (1): 395–400. doi: https://doi.org/10.1785/0220180178 Download citation file: Ris (Zotero) Refmanager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex toolbar search Search Dropdown Menu toolbar search search input Search input auto suggest filter your search All ContentBy SocietySeismological Research Letters Search Advanced Search ABSTRACT Many studies are ongoing within Alaska's most populous city to understand better its unique seismogenic setting as well as its seismic hazard and risk. With its relative proximity to the Aleutian megathrust subduction zone and other earthquake sources, Anchorage has been subjected to regular earthquakes, including the 1964 Great Alaska earthquake. In 2004, a downhole array was installed near downtown Anchorage within the Bootlegger Cove Formation, which was responsible for much of the ground failure during the 1964 earthquake. This study provides new information regarding the downhole array and the dynamic soil properties found at the array site. Shear‐ and compression‐wave velocities were measured at the site. Evaluation of the transfer function of the new velocity model is compared with the measured response at the site. In addition, several comparisons are performed utilizing nearby historic cone penetration test (CPT) and standard penetration test (SPT) data measured during installation of the deepest accelerometer at the site. A significant improvement in the theoretical modeling of the site is achieved utilizing the new shear‐wave velocity profile. You do not have access to this content, please speak to your institutional administrator if you feel you should have access.
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