Experimental study on mitigation of liquefaction-induced vertical ground displacement by using gravel and geosynthetics

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...

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Bibliographic Details
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:
Liquefaction
Vertical displacement
Differential settlement
Relative density
Gravel
Geosynthetics
Online Access:http://link.springer.com/article/10.1186/s40677-018-0115-3

Internet

http://link.springer.com/article/10.1186/s40677-018-0115-3

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