Analysis of Filled Soil-Induced Pier Offset and Cracking in a Highway Bridge and Retrofitting Scheme Development: A Case Study
This study investigates the underlying causes of pier displacement and cracking in a highway link bridge. The initial geological assessment ruled out slope instability as a contributing factor to pier movement. Subsequently, a comprehensive analysis, integrating in situ soil investigation and finite...
Saved in:
| Main Authors: | , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2025-06-01
|
| Series: | Buildings |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2075-5309/15/11/1929 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|