Effectiveness of sheet pile enclosure with drainage ability as liquefaction countermeasure for river levees
Sheet-pile enclosures are often employed as liquefaction countermeasures for river levees in Japan. However, the stiffness of the sheet piles alone is often insufficient to maintain levees on liquefied foundation soil high enough to prevent overflooding. Sheet piles with additional members having dr...
Saved in:
Main Authors: | Mitsu Okamura, Mizuki Suyama, Kohei Ono |
---|---|
Format: | Article |
Language: | English |
Published: |
Elsevier
2025-02-01
|
Series: | Soils and Foundations |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S0038080624001422 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Numerical modeling of wave-induced liquefaction around a gravity-based structure
by: V. S. Ozgur Kirca, et al.
Published: (2025-02-01) -
Liquefaction Analysis According to Turkish Building Earthquake Regulation (2018) and Sığacık (Seferihisar/İzmir) Case Study
by: Seda Durukan, et al.
Published: (2020-07-01) -
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) -
Spatial Analysis of Building Density and Liquefaction Spread in Izmit Bay and its Surroundings
by: Arzu Erener, et al.
Published: (2022-01-01) -
Liquefaction Analysis of Soils according to the New Turkish Building Earthquake Code and Improvement against Liquefaction
by: Uğur Dağdeviren
Published: (2019-01-01)