Optimization of steel anchor pile configurations for enhanced pullout resistance in expansive soil foundations

Optimization of steel anchor pile configurations for enhanced pullout resistance in expansive soil foundations

Abstract This study aims to predict the pullout behavior of steel anchor piles in saturated expansive soil using finite element method-based PLAXIS 3D CONNECT Edition V22 software. It inspects the effects of varying pile parameters and spacings for a displacement of 10% of the pile diameter. The stu...

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Bibliographic Details
Main Authors: Abhishek Sharma, Anjana Kumari, Abdullah H. Alsabhan, Shamshad Alam, Kanwarpreet Singh, Aditya Kumar Tiwary, Jibran Qadri, Amenjor Senagah, Gaurav Juneja, Rupesh Gupta, Ankush Mehta
Format: Article
Language:English
Published: Nature Portfolio 2025-07-01
Series:Scientific Reports
Subjects:
Anchor pile
Expansive soil
Pullout force
Prescribed displacement
Finite element method
Online Access:https://doi.org/10.1038/s41598-025-13353-0
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