Nonlinear Seismic Response Analysis of Pile Foundations Interacting with Improved and Unimproved Soft Clay-Reference-Cited by-同舟云学术

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Nonlinear Seismic Response Analysis of Pile Foundations Interacting with Improved and Unimproved Soft Clay

Published:2024-11 Issue:11 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Shojaeian Ali¹,Sivakumaran Sumangali²,Muraleetharan Kanthasamy K.³

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019 (corresponding author).

2. Formerly, Master’s Student, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019.

3. Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12224

Reference46 articles.

1. Kinematic response of single piles for different boundary conditions: Analytical solutions and normalization schemes

2. Earthquake-induced bending moment in fixed-head piles in soft clay

3. Seismic Soil-Pile-Structure Interaction Experiments and Analyses

4. Simplified Approach for the Seismic Response of a Pile Foundation

5. Behaviour of anchored sheet pile quay stabilized with deep cement mixing columns in soft soil: Centrifuge and numerical modelling

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