Oregon Department of Geology and Mineral Industries
2018
Permanent Ground Deformation (lateral spread) due to liquefaction, Cascadia Subduction Zone Magnitude 9.0 scenario, 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/
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.
Permanent Ground Deformation data is accompanied with a Probability value. See accompanying geodatabase and the CSZ_M9p0_Prob_liquefaction_wet raster dataset. Landslides can occur without seismic activity. This data should not be used as an indication of liquefaction susceptibility.
2018
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
726
OBJECTID
OBJECTID
OID
4
0
0
Internal feature number.
Esri
Sequential unique whole numbers that are automatically generated.
VALUE
Amount of lateral spread ground deformation that may occur due to liquefaction, in cm
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>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.
Permanent Ground Deformation (lateral spread) due to liquefaction, Cascadia Subduction Zone Magnitude 9.0 scenario, 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. See the accompanying text report for more details on the limitations of the methods and data used to prepare this publication.</SPAN></P></DIV></DIV>
Esri ArcGIS 12.8.0.29751
1
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-121.647165
45.809188
44.853936
20220823
12124600
150000000
5000
1.0
FGDC
CSZ_M9p0_PGD_liquefaction_wet
002
545817.745635
1015057.745635
1145201.050827
1481801.050827
1
Projected
GCS_North_American_1983_HARN
Linear Unit: Foot (0.304800)
NAD_1983_HARN_Oregon_Statewide_Lambert_Feet_Intl
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File Geodatabase Raster Dataset
dataset
EPSG
6.12(9.0.0)
Pixel
33660
46924
10.000000
10.000000
16
1
Upper Left
FALSE
LZ77
1
pixel codes
FGDBR
TRUE
row and column
10.000000
10.000000
20220823