A Parametric Study of Pile Behavior In Liquefied Soils

A Parametric Study of Pile Behavior In Liquefied Soils

Liquefaction in saturated sandy soils under cyclical loads has a significant part in the structural damage cases. Pile foundations, used for soils with bearing capacity problems, might get exposed to various liquefaction-based damages. The finite element program FLAC2D is utilized to understand the...

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Bibliographic Details
Main Authors: Pınar Öztürk Kardoğan, Nihat Işık
Format: Article
Language:English
Published: Düzce University 2022-04-01
Series:Düzce Üniversitesi Bilim ve Teknoloji Dergisi
Subjects:
liquefaction
crust layer
flac2d
embedded length of pile
inertial- kinematic effects
sıvılaşma
kabuk tabakası
kazık soket derinliği
ataletsel-kinematik etki
Online Access:https://dergipark.org.tr/tr/download/article-file/1941236

Internet

https://dergipark.org.tr/tr/download/article-file/1941236

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