Numerical Modeling of Liquefaction-Induced Downdrag: Validation against Centrifuge Model Tests-Reference-Cited by-同舟云学术

Numerical Modeling of Liquefaction-Induced Downdrag: Validation against Centrifuge Model Tests

Published:2022-12 Issue:12 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Sinha Sumeet K.¹^ORCID,Ziotopoulou Katerina²^ORCID,Kutter Bruce L.³^ORCID

Affiliation:

1. Postdoctoral Scholar, Dept. of Civil and Environmental Engineering, Univ. of California Berkeley, 408 Davis Hall, Berkeley, CA 94720 (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California Davis, One Shields Ave., Davis, CA 95616. ORCID: .

3. Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ. of California Davis, One Shields Ave., Davis, CA 95616. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002930

Reference36 articles.

1. Boulanger R. W. and S. J. Brandenberg. 2004. “Neutral plane solution for liquefaction-induced down-drag on vertical piles.” In GeoTrans Geotechnical Special Publication 126 edited by M. K. Yegian and E. Kavazanjian 470–478. Reston VA: ASCE. https://doi.org/10.1061/40744(154)32.

2. Seismic Soil-Pile-Structure Interaction Experiments and Analyses

3. Caltrans. 2020. “Liquefaction-induced downdrag.” Caltrans Geotechnical Manual. Accessed February 07 2020. https://dot.ca.gov/programs/engineering-services/manuals/geotechnical-manual.

4. A pore water pressure model calibration based on in-situ test results

5. De Beer, E. 1967. “Proefondervindelijke Bijdrage tot de Studie van zand onder funderingern op stall.” In Tijdshrift der Openbar Werken van het grensdraag vermogen van Beigie, Nos. 6–1967, and 6–1968. Ghent, Belgium: NICI.

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