Single Piles in Lateral Spreads: Field Bending Moment Evaluation-Reference-Cited by-同舟云学术

Single Piles in Lateral Spreads: Field Bending Moment Evaluation

Published:2003-10 Issue:10 Volume:129 Page:879-889
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Dobry Ricardo¹,Abdoun Tarek²,O’Rourke Thomas D.³,Goh S. H.⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180-3590 (corresponding author).

2. Research Asst. Professor, Dept. of Civil Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180-3590.

3. Professor, School of Civil and Environmental Engineering, Cornell Univ., Ithaca, NY 14853-3501.

4. Engineer, Mueser Rutledge Consulting Engineers, New York, NY 10017.

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%291090-0241%282003%29129%3A10%28879%29

Reference31 articles.

1. Abdoun T. (1997). “Modeling of seismically induced lateral spreading of multi-layer soil deposit and its effect on pile foundations.” PhD thesis Dept. of Civil Engineering Rensselaer Polytechnic Institute Troy N.Y.

2. Pile Response to Lateral Spreads: Centrifuge Modeling

3. Regional Modeling of Liquefaction-Induced Ground Deformation

4. Bartlett S. F. and Youd T. L. (1992). “Empirical analysis of horizontal ground displacement generated by liquefaction induced lateral spreads.” Tech. Rep. NCEER 92-0021 National Center for Earthquake Engineering Research SUNY-Buffalo Buffalo N.Y.

5. Empirical Prediction of Liquefaction-Induced Lateral Spread

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