2024
DOI: 10.1088/1755-1315/1416/1/012017
|View full text |Cite
|
Sign up to set email alerts
|

The Behavior of Pile Foundation in Liquefiable and non-Liquefiable Soil Layers Considering Soil-Pile-Structure Interaction

Minson Simatupang,
Wayan Mustika,
Romy Talanipa
et al.

Abstract: Liquefaction has emerged as a primary cause of damage to civil engineering structures in seismically active places. Deep foundation damage from liquefaction can be quite damaging. The seismic behavior of pile foundations immersed in the earth under seismic loads is presented in this work. Bending moments, shear forces, and lateral displacements along the pile’s depth before and after liquefaction have been compared. The soil, pile, and structure interaction was analyzed using SAP2000 finite element (FE) softwa… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...

Citation Types

0
0
0

Publication Types

Select...

Relationship

0
0

Authors

Journals

citations
Cited by 0 publications
references
References 7 publications
0
0
0
Order By: Relevance

No citations

Set email alert for when this publication receives citations?