This user’s manual includes a step-by-step process for using a spreadsheet tool called SPLIQ to perform simplified calculations for performance-based probabilistic earthquake hazard analysis while using Standard Penetration Test (SPT) data from site soil borings. The simplified models provide estimates of liquefaction triggering, lateral spread displacements, post-liquefaction settlements, and seismic slope displacements. These simplified models were developed and validated, as documented in UDOT Research Report No. UT-16.16 from the TPF-5(296) pooled fund study that was funded by the Alaska, Connecticut, Idaho, Montana, South Carolina, Oregon, and Utah Departments of Transportation. Liquefaction reference parameter maps, which are used together with the SPLIQ tool, were developed for these seven states for the 475, 1033, and 2475 year return periods.
The purpose of this addendum report is to document the process used to develop updated standard penetration test (SPT)-compatible liquefaction paramet...
The purpose of the research presented is to provide the benefit of the full performance-based probabilistic earthquake hazard analysis, without requir...
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.