Influence of Degree of Saturation on Soil–Pile Interactions for Piles in Expansive Soils
Conventional designs of pile foundations for houses on expansive soils adopt conservative approaches by using swelling pressure measured in oedometer tests to compute pile uplift force. However, in practice, piles are often installed in unsaturated soils, where changes in moisture content influence...
Saved in:
Main Authors: | Kuo Chieh Chao, A-Nanya Chaladthanyakit, Taskid Hossain Asif |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2025-06-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/15/13/7102 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental Research on Pile-Soil Stress Ratio of Rigid Pile Composite Foundation in Shallow-Buried Rock and Soft Soil
by: REN Jia-li, JIANG Ji-wei, HU Sheng-gang, CHEN Hang, YE Chen-hui
Published: (2025-07-01) -
Field test study on uplift bearing characteristics of rock socketed piles in sandstone stratum
by: Bai Yang, et al.
Published: (2025-06-01) -
Prediction method of screw pile bearing capacity under uplift load
by: Hongwei Ma, et al.
Published: (2025-08-01) -
The Impact of Pile Diameter on the Performance of Single Piles: A Kinematic Analysis Based on the TBEC 2018 Guidelines
by: Mehmet Hayrullah Akyıldız, et al.
Published: (2025-07-01) -
Investigation of group effect in configurations of batter pile groups under lateral load in sand
by: Masoud Hajialilue Bonab, et al.
Published: (2025-06-01)