Probabilistic Seismic Loading Considerations for the Assessment of Liquefaction-Induced Volumetric Settlements in the Free Field-Reference-Cited by-同舟云学术

Probabilistic Seismic Loading Considerations for the Assessment of Liquefaction-Induced Volumetric Settlements in the Free Field

Published:2021-03 Issue:3 Volume:147 Page:04020175
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Franke Kevin W.¹,Peterson Brian D.²^ORCID,Error Braden M.³,He Jingwen⁴,Harper Jasmyn N.⁵^ORCID

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Brigham Young Univ., Provo, UT 84602 (corresponding author).

2. Project Engineer, Gerhart Cole Inc., 7657 S Holden St., Midvale, UT 84047. ORCID: .

3. Staff Engineer, Architecture, Engineering, Construction, Operations, and Management, 756 E Winchester St. #400, Murray, UT 84107.

4. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Texas, Austin, TX 78712.

5. Consultant Engineer, Factory Mutual Global, 1333 N California Blvd., Walnut Creek, CA 94596. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002469

Reference48 articles.

1. Liquefaction Risk Assessment Using Geostatistics to account for Soil Spatial Variability

2. Ground-Motion Amplification in Nonlinear Soil Sites with Uncertain Properties

3. Bilge H. T. and K. O. Cetin. 2007. “Field performance case histories for the assessment of cyclically-induced reconsolidation (volumetric) settlements.” Accessed January 4 2007. http://www.ce.metu.edu.tr/∼onder/publications/PIB-NO59.zip.

4. Probabilistic Standard Penetration Test–Based Liquefaction–Triggering Procedure

5. Liquefaction Effects on Buildings in the Central Business District of Christchurch

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2. Verification of a System for Sustainable Research on Earthquake-Induced Soil Liquefaction in 1-g Environments;Geosciences;2022-09-29

3. SPT-based probabilistic evaluation of soil liquefaction potential considering design life of civil infrastructures;Computers and Geotechnics;2022-08