Response of Bridge Foundation with Drainage Structure in the Liquefied Inclined Site under Sinusoidal Waves
Many earthquake damage investigations have shown that lateral spreading is one of the main causes of damage to bridge foundations. However, the seismic research on bridge foundations with drainage systems is relatively lacking. Therefore, based on the shaking table test, the seismic response of a dr...
Main Authors: | Zhixiong Chen, Buxin Wang, Xuecheng Gao, Haocheng Yan |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2023-01-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/13/2/1009 |
Similar Items
-
Effects of non-liquefiable crust layer and superstructure mass on the response of 2 × 2 pile groups to liquefaction-induced lateral spreading
by: S. Mohsen Haeri, et al.
Published: (2023-10-01) -
Experimental Study of Bridge Foundation Reinforced with Front and Back Rows of Anti-Slide Piles on Gravel Soil Slope under El Centro Waves
by: Zuyin Zou, et al.
Published: (2020-04-01) -
Study on the difference of seismic responses of liquefied horizontal and inclined site-pile foundation-bridge structures under bidirectional earthquake excitations
by: Zhuolin Su, et al.
Published: (2022-11-01) -
Limit States of Shallow Bridge Foundations With Sheet Piling Covers
by: Michał Wymysłowski
Published: (2024-03-01) -
Study on the Dynamic Response Characteristics and p–y Curve of Straight and Inclined Pile Groups in Saturated Sands
by: Yurun Li, et al.
Published: (2022-02-01)