Simplified Cone Penetration Test Performance-Based Assessment of Liquefaction and Effects: Phase 1, Tasks 1–4

Franke, Kevin W; Coutu, Tyler B; Hatch, Mikayla S; Arndt, Alex M; He, Jingwen; Blonquist, Jenny L; Brigham Young University. Department of Civil and Environmental Engineering

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

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Simplified Cone Penetration Test Performance-Based Assessment of Liquefaction and Effects: Phase 1, Tasks 1–4

2021-08-01
By Franke, Kevin W ; Coutu, Tyler B ; Hatch, Mikayla S ; ...

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English

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Creators:

Franke, Kevin W ; Coutu, Tyler B ; Hatch, Mikayla S ; Arndt, Alex M ; He, Jingwen ; ... More +

Franke, Kevin W ; Coutu, Tyler B ; Hatch, Mikayla S ; Arndt, Alex M ; He, Jingwen ; Blonquist, Jenny L Less -
Corporate Creators:

Brigham Young University. Department of Civil and Environmental Engineering
Corporate Contributors:

Utah Department of Transportation ; United States. Department of Transportation. Federal Highway Administration

Utah Department of Transportation ; United States. Department of Transportation. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Bridges Cone Penetration Test Cone Penetrometers Dislocation (Geology) Earthquake Resistant Design Evaluation Lateral Spread Displacement Liquefaction Liquefaction Triggering Penetration Resistance Performance-based Engineering Performance Tests Probabilistic Retaining Walls Seismic Hazards Settlement Settlement (Structures) USGS 2014 Deaggregation
Publication/ Report Number:

UT-21.20
Resource Type:

Tech Report
Geographical Coverage:

United States
Edition:

Final Report, May 2016 - June 2017
Corporate Publisher:

Utah Department of Transportation
Abstract:

The purpose of the research presented is to provide the benefit of the full performance-based probabilistic earthquake hazard analysis using Cone Penetration Test (CPT) data, without requiring special software, training, and experience. To do this, simplified models of liquefaction triggering, post-liquefaction settlement, and lateral spread displacement that approximate the results of the full probabilistic analysis were developed. The full project scope consisted of two phases: Phase 1) the development of a research tool to run full performance-based probabilistic calculations (Tasks 1 through 4), and Phase 2) the development of simplified performance-based methods (Tasks 5 through 10). This final report volume addresses the results of Phase 1 of the pooled fund study TPF-5(338) research contract. The program, CPTLiquefY, is a research tool created to run full performance-based probabilistic calculations of liquefaction triggering, liquefaction-induced settlement, and lateral spread displacement. CPTLiquefY currently has the capabilities of reading in a CPT file, running soil parameter calculations, pseudo-probabilistic liquefaction analyses, and deterministic liquefaction analyses. Full-probabilistic methods are completely operational in the program, along with a connection to a new off-line USGS deaggregation tool that gives access to the 2014 USGS deaggregation models. This program, and the corresponding results, have been analyzed for 10 different cities and 20 CPT profiles. The results are compared to pseudo-probabilistic and semi-probabilistic methods.
Format:

PDF
Funding:

16-9826
Collection(s):

US Transportation Collection
Main Document Checksum:

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urn:sha256:eb15b657c7dbc7b5a2e9b0d5159fcf0f8d181ebeec93c72d0c4a913b544ed044
Download URL:

https://rosap.ntl.bts.gov/view/dot/60867/dot_60867_DS1.pdf
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Simplified Cone Penetration Test Performance-Based Assessment of Liquefaction and Effects: Phase 1, Tasks 1–4

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