Settlement of piles with negative skin friction: design approaches according to part 3 of Eurocode 7
Piles offer an effective solution for supporting structures in challenging ground conditions. However, ground settlement around deep foundations can induce negative skin friction, adding complexity to the geotechnical analysis and requiring careful consideration in both the pile settlement evaluati...
Saved in:
Main Authors: | Alena Zemanová, Vojtěch Anderle, Jan Masopust |
---|---|
Format: | Article |
Language: | English |
Published: |
CTU Central Library
2025-01-01
|
Series: | Acta Polytechnica |
Subjects: | |
Online Access: | https://ojs.cvut.cz/ojs/index.php/ap/article/view/9584 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Study on the Influence of Pile Installation Disturbance on the Settlement of Composite Foundation
by: Zhiwei Shao, et al.
Published: (2025-01-01) -
Impact analysis of tunnel crossing pile foundation at different angles
by: Zhongxi Tian, et al.
Published: (2025-02-01) -
Numerical study of comparing skirt sandpile with deep cement pile to improve load‒settlement response of circular footing in layered soils: Centric and eccentric effects
by: Hussein Ahmad
Published: (2025-01-01) -
Investigating the Two Optimization Algorithms (GWO and ACO) Coupling with Radial Basis Neural Network to Estimate the Pile Settlement
by: Ehsanolah Assareh, et al.
Published: (2023-03-01) -
Bearing characteristics and continuous–discontinuous numerical analysis of a pressure grouting pile in a calcareous sand foundation
by: Qifen Cheng, et al.
Published: (2025-01-01)