Performance-based assessment of liquefaction-induced downdrag on piles
Author:
Affiliation:
1. University of California, Davis
2. IIT Delhi
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/3/10_v10.YRAL-1-02/_pdf
Reference50 articles.
1. 1) AASHTO (American Association of State Highway and Transportation Officials) (2020). AASHTO LRFD Bridge design specifications. LRFDUS-9. Washington, DC: AASHTO.
2. 2) Bastidas, A. M. P. (2016). Ottawa F-65 Sand Characterization. Ph.D. Dissertation. Davis, CA: Department of Civil and Environmental Engineering, University of California Davis.
3. 3) Boulanger, R. W., and Brandenberg, S. J. (2004). “Neutral plane solution for liquefaction-induced down-drag on vertical piles.” GeoTrans, 470–478. https://doi.org/10.1061/40744(154)32.
4. 4) Boulanger, R. W., and Brandenberg, S. J. (2004). “Neutral Plane Solution For Liquefaction-Induced Downdrag on Vertical Piles.” GeoTrans, 470–478. https://doi.org/10.1061/40744(154)32.
5. 5) Boulanger, R. W., Curras, C. J., Kutter, B. L., Wilson, D. W., and Abghari, A. (1999). “Seismic Soil-Pile-Structure Interaction Experiments and Analyses.” J. Geotech. Geoenviron. Eng., 125(9), 750-759. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:9(750).
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