Experimental study on mitigation of liquefaction-induced vertical ground displacement by using gravel and geosynthetics
Abstract Background Earthquakes in liquefaction-prone areas are frequently followed by the settlement of surface structures due to subsoil liquefaction. This paper aims to study the influence of geosynthetics along with gravel usage to reduce the vertical soil displacement caused by liquefaction usi...
Main Authors: | Hendra Setiawan, Yuko Serikawa, Wataru Sugita, Hajime Kawasaki, Masakatsu Miyajima |
---|---|
Format: | Article |
Language: | English |
Published: |
SpringerOpen
2018-12-01
|
Series: | Geoenvironmental Disasters |
Subjects: | |
Online Access: | http://link.springer.com/article/10.1186/s40677-018-0115-3 |
Similar Items
-
Settlement of Geosynthetic Encased Stone Columns Liquefaction Condition in Box Culvert
by: Maftuh Ahnan, et al.
Published: (2021-03-01) -
Gravel Liquefaction Assessment with the Dynamic Penetration Test at Non-Liquefaction Sites in Valdez, Alaska and L'Aquila, Italy
by: Linton, Nicholas James
Published: (2021) -
Structural damage to houses and buildings induced by liquefaction in the 2016 Kumamoto Earthquake, Japan
by: Hendra Setiawan, et al.
Published: (2017-04-01) -
The Effects of Different Materials and Geosynthetics on Embankment Safety and Behavior
by: Elif Çiçek
Published: (2020-07-01) -
Inclination of houses induced by liquefaction in the 2018 Hokkaido Iburi-tobu earthquake, Japan
by: Yuko Serikawa, et al.
Published: (2019-11-01)