Item talk:Q50636

From geokb

{

 "USGS Staff Profile": {
   "@context": "https://schema.org",
   "@type": "Person",
   "dateModified": "2024-09-21T07:58:43.943502",
   "name": "Robert Kayen",
   "identifier": [],
   "jobTitle": "Research Civil Engineer",
   "hasOccupation": [
     {
       "@type": "OrganizationalRole",
       "startDate": "2024-09-21T07:58:43.949324",
       "affiliatedOrganization": {
         "@type": "Organization",
         "name": "Pacific Coastal and Marine Science Center",
         "url": "https://www.usgs.gov/centers/pcmsc"
       },
       "roleName": "Research Civil Engineer"
     }
   ],
   "description": [
     {
       "@type": "TextObject",
       "additionalType": "short description",
       "abstract": "Research Civil Engineer with the Pacific Coastal and Marine Science Center"
     }
   ],
   "email": null,
   "url": "https://www.usgs.gov/staff-profiles/robert-kayen",
   "affiliation": [],
   "hasCredential": [],
   "knowsAbout": [],
   "memberOf": {
     "@type": "OrganizationalRole",
     "name": "staff member",
     "member": {
       "@type": "Organization",
       "name": "U.S. Geological Survey"
     },
     "startDate": "2024-09-21T07:58:43.943511",
     "description": "Former Employee"
   }
 },
 "ORCID": {
   "@context": "http://schema.org",
   "@id": "https://orcid.org/0000-0002-0356-072X",
   "@reverse": {
     "creator": [
       {
         "@id": "https://doi.org/10.1785/0120230139",
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "doi",
           "value": "10.1785/0120230139"
         },
         "name": "Ground-Motion Model for Significant Duration Constrained by Seismological Simulations"
       },
       {
         "@id": "https://doi.org/10.1016/j.soildyn.2023.108050",
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "doi",
           "value": "10.1016/j.soildyn.2023.108050"
         },
         "name": "Effect of structure-to-foundation mass ratio in analytical modeling of soil-foundation-structure interaction during earthquakes"
       },
       {
         "@id": "https://doi.org/10.1785/0120220033",
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "doi",
           "value": "10.1785/0120220033"
         },
         "name": "Estimation of Site Terms in Ground-Motion Models for California Using Horizontal-to-Vertical Spectral Ratios from Microtremor"
       },
       {
         "@id": "https://doi.org/10.1007/978-3-031-15104-0_7",
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "doi",
           "value": "10.1007/978-3-031-15104-0_7"
         },
         "name": "Reliability-Based Liquefaction Triggering Assessment Framework: A Unified Approach for SPT-CPT-Vs"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-85081953581"
         },
         "name": "Geotechnical Consequences and Failures in Puerto Rico Due to Hurricane Maria"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-85081172956"
         },
         "name": "Permanent seismic displacements in volcanic lake-bed deposits of Aso Caldera, Kumamoto, Japan"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-85081180742"
         },
         "name": "The over-prediction of liquefaction in alluvially deposited volcanic sediments"
       },
       {
         "@id": "https://doi.org/10.1193/042317eqs074m",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-85046797973"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1193/042317eqs074m"
           }
         ],
         "name": "Apparent wave velocity and site amplification at the california strong motion instrumentation program carquinez bridge geotechnical arrays during the 2014 M6.0 South Napa Earthquake"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-85053465057"
         },
         "name": "Comparison of laboratory and in-situ small strain soil stiffness for modelling lateral bearing capacities of XL monopiles"
       },
       {
         "@id": "https://doi.org/10.1016/j.dib.2018.08.043",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1016/j.dib.2018.08.043"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-85052872220"
           }
         ],
         "name": "Dataset on SPT-based seismic soil liquefaction"
       },
       {
         "@id": "https://doi.org/10.1016/j.soildyn.2018.03.013",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-85048474617"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1016/j.soildyn.2018.03.013"
           }
         ],
         "name": "Examination of differences between three SPT-based seismic soil liquefaction triggering relationships"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-85050880764"
         },
         "name": "Geotechnical extreme-event reconnaissance (GEER) investigation to the 2016 Mw 6.0, Mw 6.2 and Mw 7.0 Kumamoto Japan Earthquakes"
       },
       {
         "@id": "https://doi.org/10.1193/082117eqs165m",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-85059296967"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1193/082117eqs165m"
           }
         ],
         "name": "Phased reconnaissance approach to documenting landslides following the 2016 Central Italy Earthquakes"
       },
       {
         "@id": "https://doi.org/10.1193/080317eqs151m",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1193/080317eqs151m"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-85059312543"
           }
         ],
         "name": "Reconnaissance of 2016 central Italy earthquake sequence"
       },
       {
         "@id": "https://doi.org/10.1016/j.soildyn.2018.09.012",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-85052901956"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1016/j.soildyn.2018.09.012"
           }
         ],
         "name": "SPT-based probabilistic and deterministic assessment of seismic soil liquefaction triggering hazard"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-85085498820"
         },
         "name": "Seismic displacements in the ASO caldera depression zone, 2016 M7 Kumamoto, Japan earthquake"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-85070406849"
         },
         "name": "Surface fault rupture from 2016 Central Italy Earthquake Sequence"
       },
       {
         "@id": "https://doi.org/10.1193/111417eqs236mr",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-85059309973"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1193/111417eqs236mr"
           }
         ],
         "name": "Surface faulting caused by the 2016 central Italy seismic sequence: Field mapping and LiDAR/UAV imaging"
       },
       {
         "@id": "https://doi.org/10.1016/j.mex.2018.11.016",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-85054613985"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1016/j.mex.2018.11.016"
           }
         ],
         "name": "The use of the SPT-based seismic soil liquefaction triggering evaluation methodology in engineering hazard assessments"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-85060021680"
         },
         "name": "UAV-based reconnaissance and analysis of a large seismic-induced landslide in central Italy"
       },
       {
         "@id": "https://doi.org/10.1061/9780784480717.002",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/9780784480717.002"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-85020870210"
           }
         ],
         "name": "Dataset for Empirical Assessment of Seismic Performance for Levees Founded on Peaty Organic Soils"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-85044819783"
         },
         "name": "Geotechnical damage due to the 2016 Kumamoto earthquake and future challenges"
       },
       {
         "@id": "https://doi.org/10.1016/j.enggeo.2016.12.009",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-85009724125"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1016/j.enggeo.2016.12.009"
           }
         ],
         "name": "Seismic displacement of gently-sloping coastal and marine sediment under multidirectional earthquake loading"
       },
       {
         "@id": "https://doi.org/10.3133/ofr20161208",
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "doi",
           "value": "10.3133/ofr20161208"
         },
         "name": "Seismic velocity site characterization of 10 Arizona strong-motion recording stations by spectral analysis of surface wave dispersion"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-85044841342"
         },
         "name": "Water supply damage caused by the 2016 Kumamoto Earthquake"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-84939540217"
         },
         "name": "A comparative study of surface waves inversion techniques at strong motion recording sites in Greece"
       },
       {
         "@id": "https://doi.org/10.1061/(asce)gt.1943-5606.0001390",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-84939241816"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/(asce)gt.1943-5606.0001390"
           }
         ],
         "name": "Erratum for \"Shear-wave velocity-based probabilistic and deterministic assessment of seismic soil liquefaction potential\" [J. Geotech. Geoenviron. Eng., 139, 3, (2013) 407-419] DOI: 10.1061/(ASCE)GT.1943-5606.0000743"
       },
       {
         "@id": "https://doi.org/10.3133/ofr20151099",
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "doi",
           "value": "10.3133/ofr20151099"
         },
         "name": "Shear Wave Velocity and Site Amplification Factors for 25 Strong-Motion Instrument Stations Affected by the M5.8 Mineral, Virginia, Earthquake of August 23, 2011"
       },
       {
         "@id": "https://doi.org/10.1061/(asce)gt.1943-5606.0001091",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-84896380092"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/(asce)gt.1943-5606.0001091"
           }
         ],
         "name": "Closure to \"Shear-wave velocity-based probabilistic and deterministic assessment of seismic soil liquefaction potential\" by R. Kayen, R. E. S. Moss, E. M. Thompson, R. B. Seed, K. O. Cetin, A. Der Kiureghian, Y. Tanaka, and K. Tokimatsu"
       },
       {
         "@id": "https://doi.org/10.1193/1.4000110",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-84877981116"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1193/1.4000110"
           }
         ],
         "name": "Liquefaction at strong motion stations and in Urayasu City during the 2011 Tohoku-oki earthquake"
       },
       {
         "@id": "https://doi.org/10.1061/9780784412640.051",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-84873854710"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/9780784412640.051"
           }
         ],
         "name": "Post-earthquake and tsunami 3D laser scanning forensic investigations"
       },
       {
         "@id": "https://doi.org/10.1061/(asce)gt.1943-5606.0000743",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-84879590443"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/(asce)gt.1943-5606.0000743"
           }
         ],
         "name": "Shear-Wave velocity-based probabilistic and deterministic assessment of seismic soil liquefaction potential"
       },
       {
         "@id": "https://doi.org/10.1016/j.soildyn.2012.04.005",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1016/j.soildyn.2012.04.005"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-84861611200"
           }
         ],
         "name": "A taxonomy of site response complexity"
       },
       {
         "@id": "https://doi.org/10.1193/1.4000024",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1193/1.4000024"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-84876066708"
           }
         ],
         "name": "Effects of ground failure on bridges, roads, and railroads"
       },
       {
         "@id": "https://doi.org/10.1193/1.4000034",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-84876030839"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1193/1.4000034"
           }
         ],
         "name": "Effects of ground failure on buildings, ports, and industrial facilities"
       },
       {
         "@id": "https://doi.org/10.1016/j.enggeo.2011.12.010",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1016/j.enggeo.2011.12.010"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-84863398769"
           }
         ],
         "name": "Spatial distribution of landslides triggered from the 2007 Niigata Chuetsu-Oki Japan Earthquake"
       },
       {
         "@id": "https://doi.org/10.1061/41183(418)25",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-80051899366"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/41183(418)25"
           }
         ],
         "name": "A case study of alternative site response explanatory variables in Parkfield, California"
       },
       {
         "@id": "https://doi.org/10.1785/0120100211",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1785/0120100211"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-79957879835"
           }
         ],
         "name": "Multiscale site-response mapping: A case study of Parkfield, California"
       },
       {
         "@id": "https://doi.org/10.1061/(asce)gt.1943-5606.0000406",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/(asce)gt.1943-5606.0000406"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-79955053684"
           }
         ],
         "name": "Retesting of liquefaction and nonliquefaction case histories from the 1976 Tangshan earthquake"
       },
       {
         "@id": "https://doi.org/10.1016/j.enggeo.2010.05.010",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-77955174597"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1016/j.enggeo.2010.05.010"
           }
         ],
         "name": "A geostatistical approach to mapping site response spectral amplifications"
       },
       {
         "@id": "https://doi.org/10.1007/978-90-481-3071-9_34",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1007/978-90-481-3071-9_34"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-84887378986"
           }
         ],
         "name": "Historic and paleo-submarine landslide deposits imaged beneath Port Valdez, Alaska: Implications for tsunami generation in a glacial fiord"
       },
       {
         "@id": "https://doi.org/10.1007/s00445-010-0377-4",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-77955175694"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1007/s00445-010-0377-4"
           }
         ],
         "name": "Volcano collapse promoted by progressive strength reduction: New data from Mount St. Helens"
       },
       {
         "@id": "https://doi.org/10.1080/13632460802566997",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-68949158550"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1080/13632460802566997"
           }
         ],
         "name": "Database for earthquake strong motion studies in Italy"
       },
       {
         "@id": "https://doi.org/10.1193/1.3240397",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1193/1.3240397"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-72849123060"
           }
         ],
         "name": "Geoengineering and seismological aspects of the Niigata-Ken Chuetsu-Oki earthquake of 16 July 2007"
       },
       {
         "@id": "https://doi.org/10.1785/0120080224",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-70349871560"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1785/0120080224"
           }
         ],
         "name": "Impediments to predicting site response: Seismic property estimation and modeling simplifications"
       },
       {
         "@id": "https://doi.org/10.1061/(asce)0733-9453(2009)135:3(113)",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/(asce)0733-9453(2009)135:3(113)"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-68049113515"
           }
         ],
         "name": "Use of airborne and terrestrial lidar to detect ground displacement hazards to water systems"
       },
       {
         "@id": "https://doi.org/10.1061/(asce)1090-0241(2008)134:5(762)",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-42549151877"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/(asce)1090-0241(2008)134:5(762)"
           }
         ],
         "name": "New Orleans and Hurricane Katrina. IV: Orleans East Bank (Metro) protected basin"
       },
       {
         "@id": "https://doi.org/10.1063/1.2963854",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-84874917092"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1063/1.2963854"
           }
         ],
         "name": "Site characterization of Italian strong motion recording stations"
       },
       {
         "@id": "https://doi.org/10.1061/40905(224)17",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-34548312212"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/40905(224)17"
           }
         ],
         "name": "Investigation of levee performance in Hurricane Katrina: The New Orleans drainage canals"
       },
       {
         "@id": "https://doi.org/10.1061/40905(224)18",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-34548321493"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/40905(224)18"
           }
         ],
         "name": "Investigation of levee performance in Hurricane Katrina: The inner harbor navigation channel"
       },
       {
         "@id": "https://doi.org/10.1061/40905(224)20",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/40905(224)20"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-34548295598"
           }
         ],
         "name": "Investigation of the performance of the New Orleans regional flood protection systems during Hurricane Katrina: Lessons learned"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-42649093127"
         },
         "name": "Process-based empirical prediction of landslides in weakly lithified coastal cliffs, San Francisco, California, USA"
       },
       {
         "@id": "https://doi.org/10.1007/978-1-4020-6512-5_37",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-84986197806"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1007/978-1-4020-6512-5_37"
           }
         ],
         "name": "Reassessment of seismically induced, tsunamigenic submarine slope failures in Port Valdez, Alaska, USA"
       },
       {
         "@id": "https://doi.org/10.1016/j.soildyn.2006.05.004",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-33750463758"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1016/j.soildyn.2006.05.004"
           }
         ],
         "name": "Spatial correlation of shear-wave velocity in the San Francisco Bay Area sediments"
       },
       {
         "@id": "https://doi.org/10.1007/978-1-4020-6512-5_28",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-79959785899"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1007/978-1-4020-6512-5_28"
           }
         ],
         "name": "Submarine slope failures near Seward, Alaska, during the M9.2 1964 earthquake"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-84865849990"
         },
         "name": "A semi-empirical model for the estimation of maximum horizontal displacement due to liquefaction-induced lateral spreading"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-84865859765"
         },
         "name": "Assessment of ground deformation due to soil liquefaction in the San Jose, California area by using geotechnical it"
       },
       {
         "@id": "https://doi.org/10.1061/(asce)1090-0241(2006)132:8(1032)",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/(asce)1090-0241(2006)132:8(1032)"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-33746129127"
           }
         ],
         "name": "CPT-based probabilistic and deterministic assessment of in situ seismic soil liquefaction potential"
       },
       {
         "@id": "https://doi.org/10.1061/(asce)1090-0241(2006)132:5(667.2)",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/(asce)1090-0241(2006)132:5(667.2)"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-33645801615"
           }
         ],
         "name": "Closure to \"Standard penetration test-based probabilistic and deterministic assessment of seismic soil liquefaction potential\" by K. Onder Cetin, Raymond B. Seed, Armen Der Kiureghian, Kohji Tokimatsu, Leslie F. Harder Jr.,Robert E. Kayen, and Robert E. S. Moss"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-84865842735"
         },
         "name": "Earthquake deformation analysis using terrestrial scanning laser -lidar technology"
       },
       {
         "@id": "https://doi.org/10.4133/1.2923583",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.4133/1.2923583"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-84866022573"
           }
         ],
         "name": "LIDAR & SASW technologies for geotechnical earthquake engineering"
       },
       {
         "@id": "https://doi.org/10.3208/sandf.46.831",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-49049099170"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.3208/sandf.46.831"
           }
         ],
         "name": "Remote sensing observations of landslides and ground deformation from the 2004 Niigata Ken Chuetsu earthquake"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-84865842000"
         },
         "name": "Site characterization and seismic zonation of Guayaquil city, Ecuador"
       },
       {
         "@id": "https://doi.org/10.1061/40803(187)134",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-33845692403"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/40803(187)134"
           }
         ],
         "name": "Spatial correlation of shear-wave velocity within San Francisco Bay Sediments"
       },
       {
         "@id": "https://doi.org/10.1193/1.2173020",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1193/1.2173020"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-33750139352"
           }
         ],
         "name": "Terrestrial-LIDAR visualization of surface and structural deformations of the 2004 Niigata Ken Chuetsu, Japan, earthquake"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-34249747831"
         },
         "name": "Varieties of submarine failure morphologies of seismically-induced landslides in Alaskan fjords"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-17044426297"
         },
         "name": "Probabilistic liquefaction triggering based on the cone penetration test"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-33646174223"
         },
         "name": "Study on evaluation methods for Rayleigh wave dispersion characteristic"
       },
       {
         "@id": "https://doi.org/10.1193/1.1778389",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-5744248379"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1193/1.1778389"
           }
         ],
         "name": "Geotechnical reconnaissance of the 2002 Denali fault, Alaska, earthquake"
       },
       {
         "@id": "https://doi.org/10.2112/1551-5036(2004)020[0510:ionsoc]2.0.co;2",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.2112/1551-5036(2004)020[0510:ionsoc]2.0.co;2"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-3242776327"
           }
         ],
         "name": "Influence of near-surface stratigraphy on coastal landslides at Sleeping Bear Dunes National Lakeshore, Lake Michigan, USA"
       },
       {
         "@id": "https://doi.org/10.1193/1.1778172",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1193/1.1778172"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-5744252710"
           }
         ],
         "name": "Near-field ground motion of the 2002 Denali fault, Alaska, earthquake recorded at pump station 10"
       },
       {
         "@id": "https://doi.org/10.1080/10641190490900853",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-12144258026"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1080/10641190490900853"
           }
         ],
         "name": "Physical and geotechnical properties and assessment of sediment stability on the continental slope and basin of the Bransfield Basin (Antarctica Peninsula)"
       },
       {
         "@id": "https://doi.org/10.1061/(asce)1090-0241(2004)130:12(1314)",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/(asce)1090-0241(2004)130:12(1314)"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-10344235235"
           }
         ],
         "name": "Standard penetration test-based probabilistic and deterministic assessment of seismic soil liquefaction potential"
       },
       {
         "@id": "https://doi.org/10.1130/1052-5173(2003)013<0004:laltbt>2.0.co;2",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1130/1052-5173(2003)013<0004:laltbt>2.0.co;2"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-0043286730"
           }
         ],
         "name": "Landslides and liquefaction triggered by the M 7.9 denali fault earthquake of 3 November 2002"
       },
       {
         "@id": "https://doi.org/10.1126/science.1082703",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1126/science.1082703"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-0038701748"
           }
         ],
         "name": "The 2002 Denali fault earthquake, Alaska: A large magnitude, slip-partitioned event"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-8744318387"
         },
         "name": "High-resolution crosshair radar tomography: Application to liquefaction-induced changes in soil on treasure island"
       },
       {
         "@id": "https://doi.org/10.1016/s0278-4343(01)00111-x",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-0036281082"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1016/s0278-4343(01)00111-x"
           }
         ],
         "name": "Influence of the Portuguese Bend landslide on the character of the effluent-affected sediment deposit, Palos Verdes margin, southern California"
       },
       {
         "@id": "https://doi.org/10.1080/03608860290051831",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-0036325904"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1080/03608860290051831"
           }
         ],
         "name": "Shear strength development with burial in Eel River margin slope sediments"
       },
       {
         "@id": "https://doi.org/10.1029/01eo00349",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-1242309254"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1029/01eo00349"
           }
         ],
         "name": "Grouted sediment slices show signs of earthquake shaking"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-0033685348"
         },
         "name": "Non-destructive measurement of soil liquefaction density change by crosshole radar tomography, Treasure Island, California"
       },
       {
         "@id": "https://doi.org/10.1061/40523(298)3",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-58749100158"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/40523(298)3"
           }
         ],
         "name": "Non-destructive measurement of soil liquefaction density change by crosshole radar tomography, Treasure Island, California"
       },
       {
         "@id": "https://doi.org/10.1046/j.1526-0984.2000.71007.x",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1046/j.1526-0984.2000.71007.x"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-0003420972"
           }
         ],
         "name": "Radar structure of earthquake-induced, coastal landslides in Anchorage, Alaska"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-0033172409"
         },
         "name": "Geomorphological and geotechnical issues affecting the seismic slope stability of the Duwamish River Delta, Port of Seattle, Washington"
       },
       {
         "@id": "https://doi.org/10.1520/stp13311s",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1520/stp13311s"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-0032691709"
           }
         ],
         "name": "Nondestructive laboratory measurement of geotechnical and geoacoustic properties through intact core-liner"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-33745517625"
         },
         "name": "Appendix: Maps and descriptions of liquefaction and associated effects"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-0031695687"
         },
         "name": "Soil liquefaction in the east bay during the earthquake"
       },
       {
         "@id": "https://doi.org/10.1023/a:1007942325031",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1023/a:1007942325031"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-0031396392"
           }
         ],
         "name": "Arias intensity assessment of liquefaction test sites on the east side of San Francisco Bay affected by the Loma Prieta, California, earthquake of 17 October 1989"
       },
       {
         "@id": "https://doi.org/10.1061/(asce)1090-0241(1997)123:12(1162)",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1061/(asce)1090-0241(1997)123:12(1162)"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-0031425566"
           }
         ],
         "name": "Assessment of liquefaction potential during earthquakes by arias intensity"
       },
       {
         "@id": "https://doi.org/10.1046/j.1365-2117.1997.00049.x",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1046/j.1365-2117.1997.00049.x"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-0031433389"
           }
         ],
         "name": "Slope basins, headless canyons, and submarine palaeoseismology of the Cascadia accretionary complex"
       },
       {
         "@id": "https://doi.org/10.1016/0264-8172(95)00069-0",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1016/0264-8172(95)00069-0"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-0029772630"
           }
         ],
         "name": "Misinterpretation of lateral acoustic variations on high-resolution seismic reflection profiles as fault offsets of Holocene bay mud beneath the southern part of San Francisco Bay, California"
       },
       {
         "@id": "https://doi.org/10.1016/0025-3227(95)00014-p",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1016/0025-3227(95)00014-p"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-0029485330"
           }
         ],
         "name": "Measurements in the bottom boundary layer on the Amazon subaqueous delta"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-0028370376"
         },
         "name": "In situ measurement of seismic shear-wave absorption in the San Francisco Holocene Bay Mud by the pulse-broadening method"
       },
       {
         "@id": "https://doi.org/10.1080/10641199109379886",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-0026358134"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1080/10641199109379886"
           }
         ],
         "name": "Pleistocene slope instability of gas hydrate-laden sediment on the Beaufort sea margin"
       },
       {
         "@id": "https://doi.org/10.1080/10641199109379887",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-0026358126"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1080/10641199109379887"
           }
         ],
         "name": "Quantitative controls on submarine slope failure morphology"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-0025662216"
         },
         "name": "Consolidation, triaxial shear-strength, and index-property characteristics of organic-rich sediment from the Peru continental margin: results from Leg 112"
       },
       {
         "@id": "https://doi.org/10.1016/0025-3227(90)90125-4",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1016/0025-3227(90)90125-4"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-0025600061"
           }
         ],
         "name": "Geotechnical characteristics and slope stability on the Ebro margin, western Mediterranean"
       },
       {
         "@id": "https://doi.org/10.1016/0198-0149(89)90114-3",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1016/0198-0149(89)90114-3"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-0024798560"
           }
         ],
         "name": "Morphology of sea-floor landslides on Horizon Guyot: application of steady-state geotechnical analysis"
       },
       {
         "@id": "https://doi.org/10.1007/bf02238000",
         "@type": "CreativeWork",
         "identifier": [
           {
             "@type": "PropertyValue",
             "propertyID": "doi",
             "value": "10.1007/bf02238000"
           },
           {
             "@type": "PropertyValue",
             "propertyID": "eid",
             "value": "2-s2.0-0011896440"
           }
         ],
         "name": "Erosion and slope instability on Horizon Guyot, Mid-Pacific Mountains"
       },
       {
         "@type": "CreativeWork",
         "identifier": {
           "@type": "PropertyValue",
           "propertyID": "eid",
           "value": "2-s2.0-0024218617"
         },
         "name": "Predicting transformation of shallow landslides into high-speed debris flows"
       }
     ]
   },
   "@type": "Person",
   "familyName": "Kayen",
   "givenName": "Robert",
   "identifier": {
     "@type": "PropertyValue",
     "propertyID": "Scopus Author ID",
     "value": "6604032598"
   },
   "mainEntityOfPage": "https://orcid.org/0000-0002-0356-072X"
 },
 "OpenAlex": {
   "created_date": "2023-07-21",
   "display_name": "Robert E. Kayen",
   "display_name_alternatives": [
     "Robert Kayen",
     "Robert E. Kayen",
     "R. E. Kayen",
     "Robert. E. Kayen",
     "R.W. Kayen",
     "R. Kayen"
   ],
   "ids": {
     "openalex": "https://openalex.org/A5020891096",
     "orcid": "https://orcid.org/0000-0002-0356-072X",
     "scopus": "http://www.scopus.com/inward/authorDetails.url?authorID=6604032598&partnerID=MN8TOARS"
   },
   "last_known_institutions": [
     {
       "country_code": "US",
       "display_name": "United States Geological Survey",
       "id": "https://openalex.org/I1286329397",
       "lineage": [
         "https://openalex.org/I1286329397",
         "https://openalex.org/I1335927249"
       ],
       "ror": "https://ror.org/035a68863",
       "type": "government"
     }
   ],
   "orcid": "https://orcid.org/0000-0002-0356-072X",
   "topics": [
     {
       "count": 52,
       "display_name": "Seismic Design and Analysis of Underground Structures",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Engineering",
         "id": "https://openalex.org/fields/22"
       },
       "id": "https://openalex.org/T12233",
       "subfield": {
         "display_name": "Civil and Structural Engineering",
         "id": "https://openalex.org/subfields/2205"
       }
     },
     {
       "count": 46,
       "display_name": "Soil Mechanics in Geotechnical Engineering Practice",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Engineering",
         "id": "https://openalex.org/fields/22"
       },
       "id": "https://openalex.org/T10233",
       "subfield": {
         "display_name": "Civil and Structural Engineering",
         "id": "https://openalex.org/subfields/2205"
       }
     },
     {
       "count": 44,
       "display_name": "High-Resolution Seismic Noise Tomography",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Earth and Planetary Sciences",
         "id": "https://openalex.org/fields/19"
       },
       "id": "https://openalex.org/T11757",
       "subfield": {
         "display_name": "Geophysics",
         "id": "https://openalex.org/subfields/1908"
       }
     },
     {
       "count": 39,
       "display_name": "Landslide Hazards and Risk Assessment",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Environmental Science",
         "id": "https://openalex.org/fields/23"
       },
       "id": "https://openalex.org/T10535",
       "subfield": {
         "display_name": "Management, Monitoring, Policy and Law",
         "id": "https://openalex.org/subfields/2308"
       }
     },
     {
       "count": 30,
       "display_name": "Mechanical Behavior of Soil Reinforcement Techniques",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Engineering",
         "id": "https://openalex.org/fields/22"
       },
       "id": "https://openalex.org/T11375",
       "subfield": {
         "display_name": "Civil and Structural Engineering",
         "id": "https://openalex.org/subfields/2205"
       }
     },
     {
       "count": 26,
       "display_name": "Seismic Engineering and Ground Motion Analysis",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Engineering",
         "id": "https://openalex.org/fields/22"
       },
       "id": "https://openalex.org/T10160",
       "subfield": {
         "display_name": "Civil and Structural Engineering",
         "id": "https://openalex.org/subfields/2205"
       }
     },
     {
       "count": 25,
       "display_name": "Seismicity and Tectonic Plate Interactions",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Earth and Planetary Sciences",
         "id": "https://openalex.org/fields/19"
       },
       "id": "https://openalex.org/T10110",
       "subfield": {
         "display_name": "Geophysics",
         "id": "https://openalex.org/subfields/1908"
       }
     },
     {
       "count": 24,
       "display_name": "Machine Learning for Earthquake Early Warning Systems",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Computer Science",
         "id": "https://openalex.org/fields/17"
       },
       "id": "https://openalex.org/T13018",
       "subfield": {
         "display_name": "Artificial Intelligence",
         "id": "https://openalex.org/subfields/1702"
       }
     },
     {
       "count": 19,
       "display_name": "Sedimentary Processes in Earth's Geology",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Earth and Planetary Sciences",
         "id": "https://openalex.org/fields/19"
       },
       "id": "https://openalex.org/T10965",
       "subfield": {
         "display_name": "Earth-Surface Processes",
         "id": "https://openalex.org/subfields/1904"
       }
     },
     {
       "count": 14,
       "display_name": "Climate Change and Paleoclimatology",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Earth and Planetary Sciences",
         "id": "https://openalex.org/fields/19"
       },
       "id": "https://openalex.org/T10017",
       "subfield": {
         "display_name": "Atmospheric Science",
         "id": "https://openalex.org/subfields/1902"
       }
     },
     {
       "count": 14,
       "display_name": "Mapping Forests with Lidar Remote Sensing",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Environmental Science",
         "id": "https://openalex.org/fields/23"
       },
       "id": "https://openalex.org/T11164",
       "subfield": {
         "display_name": "Environmental Engineering",
         "id": "https://openalex.org/subfields/2305"
       }
     },
     {
       "count": 13,
       "display_name": "Applications of Ground-Penetrating Radar in Geoscience and Engineering",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Engineering",
         "id": "https://openalex.org/fields/22"
       },
       "id": "https://openalex.org/T11609",
       "subfield": {
         "display_name": "Ocean Engineering",
         "id": "https://openalex.org/subfields/2212"
       }
     },
     {
       "count": 12,
       "display_name": "Seismic Waveform Inversion in Geophysics",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Earth and Planetary Sciences",
         "id": "https://openalex.org/fields/19"
       },
       "id": "https://openalex.org/T10271",
       "subfield": {
         "display_name": "Geophysics",
         "id": "https://openalex.org/subfields/1908"
       }
     },
     {
       "count": 11,
       "display_name": "Anaerobic Methane Oxidation and Gas Hydrates",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Environmental Science",
         "id": "https://openalex.org/fields/23"
       },
       "id": "https://openalex.org/T10995",
       "subfield": {
         "display_name": "Environmental Chemistry",
         "id": "https://openalex.org/subfields/2304"
       }
     },
     {
       "count": 10,
       "display_name": "Rotational Seismology and Engineering Applications",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Engineering",
         "id": "https://openalex.org/fields/22"
       },
       "id": "https://openalex.org/T13885",
       "subfield": {
         "display_name": "Ocean Engineering",
         "id": "https://openalex.org/subfields/2212"
       }
     },
     {
       "count": 9,
       "display_name": "3D Geospatial Modelling Techniques",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Earth and Planetary Sciences",
         "id": "https://openalex.org/fields/19"
       },
       "id": "https://openalex.org/T11211",
       "subfield": {
         "display_name": "Geology",
         "id": "https://openalex.org/subfields/1907"
       }
     },
     {
       "count": 8,
       "display_name": "Factors of Safety and Reliability in Geotechnical Engineering",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Engineering",
         "id": "https://openalex.org/fields/22"
       },
       "id": "https://openalex.org/T11046",
       "subfield": {
         "display_name": "Safety, Risk, Reliability and Quality",
         "id": "https://openalex.org/subfields/2213"
       }
     },
     {
       "count": 7,
       "display_name": "Structural Health Monitoring Techniques",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Engineering",
         "id": "https://openalex.org/fields/22"
       },
       "id": "https://openalex.org/T10534",
       "subfield": {
         "display_name": "Civil and Structural Engineering",
         "id": "https://openalex.org/subfields/2205"
       }
     },
     {
       "count": 6,
       "display_name": "Coastal Dynamics and Climate Change Impacts",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Earth and Planetary Sciences",
         "id": "https://openalex.org/fields/19"
       },
       "id": "https://openalex.org/T10647",
       "subfield": {
         "display_name": "Earth-Surface Processes",
         "id": "https://openalex.org/subfields/1904"
       }
     },
     {
       "count": 6,
       "display_name": "Multiscale Seafloor Mapping and Classification Techniques",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Earth and Planetary Sciences",
         "id": "https://openalex.org/fields/19"
       },
       "id": "https://openalex.org/T11698",
       "subfield": {
         "display_name": "Oceanography",
         "id": "https://openalex.org/subfields/1910"
       }
     },
     {
       "count": 5,
       "display_name": "Impact of Tsunami on Structures and Infrastructure",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Engineering",
         "id": "https://openalex.org/fields/22"
       },
       "id": "https://openalex.org/T14146",
       "subfield": {
         "display_name": "Civil and Structural Engineering",
         "id": "https://openalex.org/subfields/2205"
       }
     },
     {
       "count": 4,
       "display_name": "Tropical Cyclone Intensity and Climate Change",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Earth and Planetary Sciences",
         "id": "https://openalex.org/fields/19"
       },
       "id": "https://openalex.org/T11483",
       "subfield": {
         "display_name": "Atmospheric Science",
         "id": "https://openalex.org/subfields/1902"
       }
     },
     {
       "count": 4,
       "display_name": "Aeolian Geomorphology and Wind Erosion Dynamics",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Earth and Planetary Sciences",
         "id": "https://openalex.org/fields/19"
       },
       "id": "https://openalex.org/T12383",
       "subfield": {
         "display_name": "Earth-Surface Processes",
         "id": "https://openalex.org/subfields/1904"
       }
     },
     {
       "count": 4,
       "display_name": "Guided Wave Structural Health Monitoring in Materials",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Engineering",
         "id": "https://openalex.org/fields/22"
       },
       "id": "https://openalex.org/T10662",
       "subfield": {
         "display_name": "Mechanics of Materials",
         "id": "https://openalex.org/subfields/2211"
       }
     },
     {
       "count": 3,
       "display_name": "Study of Earthquake Precursor Phenomena",
       "domain": {
         "display_name": "Physical Sciences",
         "id": "https://openalex.org/domains/3"
       },
       "field": {
         "display_name": "Earth and Planetary Sciences",
         "id": "https://openalex.org/fields/19"
       },
       "id": "https://openalex.org/T12424",
       "subfield": {
         "display_name": "Geophysics",
         "id": "https://openalex.org/subfields/1908"
       }
     }
   ],
   "updated_date": "2024-05-23T14:45:32.500979"
 }

}