Seismic Helical Pile Response in Nonliquefiable and Liquefiable Soil-Reference-Cited by-同舟云学术

Seismic Helical Pile Response in Nonliquefiable and Liquefiable Soil

Published:2022-07 Issue:7 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Hussein A. Fouad¹^ORCID,El Naggar M. Hesham²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Western University, London, ON, Canada N6A 5B9. ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Western University, London, ON, Canada N6A 5B9 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002378

Reference63 articles.

1. Abdelghany, Y., and M. H. El Naggar. 2010. “Monotonic and cyclic behavior of helical screw piles under axial and lateral loading.” In Proc., 5th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. San Diego, CA: Missouri University of Science and Technology.

2. Evaluation of pile foundation response to lateral spreading

3. Pile Response to Lateral Spreads: Centrifuge Modeling

4. Modelling of laterally loaded screw piles with large helical plates in sand

5. Aly A. F. M. H. El Naggar A. B. Cerato and A. Elgamal. 2022. “Seismic response of helical pile groups from shake table experiments.” Soil Dyn. Earthquake Eng. 152: 107008.

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