Limit States of Shallow Bridge Foundations With Sheet Piling Covers
This article presents an analytical method which takes into account the beneficial effects of the sheet piling located around the foundation in the calculations of ULS and SLS of shallow foundations. The analytical method proposed by the author was described in detail on the example of a “theoretic...
Saved in:
Main Author: | Michał Wymysłowski |
---|---|
Format: | Article |
Language: | English |
Published: |
Riga Technical University Press
2024-03-01
|
Series: | The Baltic Journal of Road and Bridge Engineering |
Subjects: | |
Online Access: | https://bjrbe-journals.rtu.lv/bjrbe/article/view/694 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Study on scour simulation and boundary condition conversion technology for a shallow foundation bridge
by: Gangping Fan, et al.
Published: (2025-02-01) -
Analysis of Uneven Settlement of Long-Span Bridge Foundations Based on SBAS-InSAR
by: Kaixuan Zhang, et al.
Published: (2025-01-01) -
Seismic performance of bridge pier integrated by multiple steel pipes with directly-connected piles using soil-water coupled three-dimensional elasto-plastic finite element analysis
by: Muhammad Mahmood Ul Hassan, et al.
Published: (2025-03-01) -
Lateral behavior of high-speed railway bridge pile foundation in soft soils under adjacent surcharge loads considering time-dependent characteristics
by: Shuanglong Li, et al.
Published: (2025-01-01) -
Review on parametric building information modelling and forward design approaches for sustainable bridge engineering
by: Shanshan Wu, et al.
Published: (2025-02-01)