Lateral Response of a Single Pile in Unsaturated Sand-Reference-Cited by-同舟云学术

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Lateral Response of a Single Pile in Unsaturated Sand

Published:2024-08 Issue:8 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Komolafe Oladayo O.¹^ORCID,Ghayoomi Majid²^ORCID,Han Fei³

Affiliation:

1. Formerly, Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of New Hampshire, Durham, NH 03824. ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of New Hampshire, Durham, NH 03824 (corresponding author). ORCID: .

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of New Hampshire, Durham, NH 03824.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11705

Reference43 articles.

1. Effects of Groundwater Level on Seismic Response of Soil–Foundation Systems

2. Large diameter laterally loaded piles in sand: Numerical evaluation of soil stress paths and relevance of laboratory soil element testing;Cheng X.;Comput. Geotech.,2023

3. Prediction of the nonlinear behavior of laterally loaded piles in unsaturated soils

4. Basic piling methods

5. Centrifugal testing of laterally loaded piles in sand

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