Displacement-Based Design of Axially Loaded Piles for Seismic Loading and Liquefaction-Induced Downdrag-Reference-Cited by-同舟云学术

Displacement-Based Design of Axially Loaded Piles for Seismic Loading and Liquefaction-Induced Downdrag

Published:2023-09 Issue:9 Volume:149 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. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi 110016, India (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/JGGEFK.GTENG-11178

Reference57 articles.

1. Allmond J. D. 2012. “Shallow rocking foundations in liquefiable and saturated soil conditions.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Univ. of California Davis.

2. Baldi G. R. Bellotti V. N. Ghionna M. Jamiolkowski and D. C. F. Lo Presti. 1989. “Modulus of sands from CPT’s and DMT’s.” In Proc. 12th Int. Conf. on Soil Mechanics and Foundation Engineering 165–170. Rio de Janeiro Brazil: International Conference on Soil Mechanics and Foundation Engineering.

3. A critical review of methods for pile design in seismically liquefiable soils

4. An alternative mechanism of pile failure in liquefiable deposits during earthquakes

5. Centrifuge cone penetration tests in sand

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