Oregon Department of Geology and Mineral Industries 2018 Probability of Permanent Ground Deformation due to liquefaction, Portland Hills Fault M 6.8 earthquake, Wet Soil Conditions, for Clackamas, Multnomah, and Washington Counties, Oregon raster digital data Oregon Department of Geology and Mineral Industries Open-File Report Open-File Report O-18-02 Portland, Oregon, USA Oregon Department of Geology and Mineral Industries http://www.oregongeology.org Oregon Department of Geology and Mineral Industries 2018 Earthquake regional impact analysis for Clackamas, Multnomah, and Washington Counties, Oregon file geodatabase Oregon Department of Geology and Mineral Industries Open-File Report Open-File Report O-18-02 Portland, Oregon, USA Oregon Department of Geology and Mineral Industries http://www.oregongeology.org/ Probability of Permanent ground deformation (lateral spread) estimates due to liquefaction are based on the methods outlined in the Hazus Earthquake Technical Manual (FEMA, 2011) For use in assessing potential damage to buildings and infrastructure resulting from an earthquake. Probability of Permanent Ground Deformation data is accompanied with a Permanent Ground Deformation value. See accompanying geodatabase and the PHF_M6p8_PGD_liquefaction_wet raster dataset. Landslides can occur without seismic activity. This data should not be used as an indication of liquefaction susceptibility. 2018 Complete None planned ISO 19115 Topic Category geoscientificinformation Oregon Geospatial Enterprise Office Metadata Keyword Thesaurus liquefaction lateral spread earthquake hazard earthquake risk Oregon Geospatial Enterprise Office Metadata Keyword Thesaurus Clackamas Multnomah Washington Oregon Geospatial Enterprise Office Metadata Keyword Thesaurus Land surface subsurface subsoil Oregon Geospatial Enterprise Office Metadata Keyword Thesaurus None REPORT DATA: This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. Users of this information should review or consult the primary data and information sources to ascertain the usability of the information. This publication cannot substitute for site-specific investigations by qualified practitioners. Site-specific data may give results that differ from the results shown in the publication. See the accompanying text report for more details on the limitations of the methods and data used to prepare this publication. Oregon Department of Geology and Mineral Industries mailing and physical address
800 NE Oregon Street Suite 965
Portland Oregon 97232 USA 1 971 673 1555 1 971 673 1562 dogami-info@oregon.gov When contacting DOGAMI about this data set, please reference the data set title or other identifying information in your correspondence. DOGAMI publications can be downloaded from http://www.oregongeology.org John Bauer Oregon Department of Geology and Mineral Industries Geohazards Analyst jpeg image (.jpg) This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region. Unclassified Probability of Permanent ground deformation is an estimate of the probability of ground failure that could occur at a site, given generalized geologic conditions and assumptions on site ground motion. In practice, local site variations may differ significantly from our generalized assumptions, such as anthropogenic modifications that may mitigate liquefaction probability. Known boundary conditions occur in the dataset, typically on 7.5-minute quadrangle boundaries, due to the heterogeneity of the geologic source data available for the study area. The Hazus AEBM model returns a permanent ground deformation and ground failure probability for a given peak ground acceleration, liquefaction susceptibility setting, and landslide susceptibility setting. We verified that the pointfile outputs of the Hazus AEBM model were consistent with the continuous raster data generated by the tool used to generate this dataset (Sharifi-Mood and others). The three-county area is covered in its entirety. not applicable Oregon Department of Geology and Mineral Industries Oregon Geologic Data Compilation vector digital data Oregon Department of Geology and Mineral Industries Digital Data OGDC-6 Portland, Oregon Oregon Department of Geology and Mineral Industries http://www.oregongeology.org/pubs/dds/p-OGDC-6.htm 2015 Geology data from Oregon Geologic Data Compilation (DOGAMI, 2015) was categorized into a 1 through 5 scale (Low to Very High) based on the guidelines specified in Table 4.10 of the FEMA Hazus Earthquake Technical Manual (FEMA, 2011). Classified data were converted to a 10-ft raster grid for use in Hazus model. The dataset in the previous process step, and the site peak ground acceleration data for a Cascadia Subduction Zone M 9.0 earthquake (CSZ_M9p0_pga_site), were provided as inputs to the Soil Deformation tool developed by Sharifi-Mood and others. The tool returns permanent ground deformation (in cm) from liquefaction, along with a probability of occurrence. The tool assumes a 5 foot water depth; thus is considered a 'wet', or saturated, soil scenario. Oregon Department of Geology and Mineral Industries mailing and physical address
800 NE Oregon Street Suite 965
Portland Oregon 97232 USA 1 971 673 1555 1 971 673 1562 dogami-info@oregon.gov When contacting DOGAMI about this data set, please reference the data set title or other identifying information in your correspondence. DOGAMI publications can be downloaded from http://www.oregongeology.org FEMA, 2011 Earthquake-induced landslide model Federal Emergency Management Agency, 2011, Hazus-MH 2.1 Technical manual, Earthquake model: Washington, D.C., 718 p. Table 23 OBJECTID OBJECTID OID 4 0 0 Internal feature number. Esri Sequential unique whole numbers that are automatically generated. VALUE Probability of ground deformation due to liquefaction, in percent FEMA, 2011 Value Integer 4 0 0 Count Count Double 8 0 0 Oregon Department of Geology and Mineral Industries mailing and physical address
800 NE Oregon Street Suite 965
Portland Oregon 97232 USA 1 971 673 1555 1 971 673 1562 dogami-info@oregon.gov When contacting DOGAMI about this data set, please reference the data set title or other identifying information in your correspondence. DOGAMI publications can be downloaded from http://www.oregongeology.org Although these data have been processed successfully on a computer system at the Oregon Department of Geology and Mineral Industries, no warranty expressed or implied is made by DOGAMI regarding the utility of the data on any other system, nor shall the act of distribution constitute any such warranty. Oregon Department of Geology and Mineral Industries mailing and physical address
800 NE Oregon Street Suite 965
Portland Oregon 97232 USA 1 971 673 1555 1 971 673 1562 dogami-info@oregon.gov When contacting DOGAMI about this data set, please reference the data set title or other identifying information in your correspondence. DOGAMI publications can be downloaded from http://www.oregongeology.org Oregon Department of Geology and Mineral Industries Metadata Standard 1.4 None None None None None For use in assessing potential damage to buildings and infrastructure resulting from an earthquake. <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Probability of Permanent ground deformation (lateral spread) estimates due to liquefaction are based on the methods outlined in the Hazus Earthquake Technical Manual (FEMA, 2011)</SPAN></P></DIV></DIV> This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region. Probability of Permanent Ground Deformation due to liquefaction, Portland Hills Fault M 6.8 earthquake, Wet Soil Conditions, for Clackamas, Multnomah, and Washington Counties, Oregon geoscientificinformation liquefaction lateral spread earthquake hazard earthquake risk <DIV STYLE="text-align:Left;"><DIV><P><SPAN>REPORT DATA: This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. Users of this information should review or consult the primary data and information sources to ascertain the usability of the information. This publication cannot substitute for site-specific investigations by qualified practitioners. Site-specific data may give results that differ from the results shown in the publication. 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