Seismic Performance Evaluation of Pipelines Buried in Sandy Soils Reinforced with FRP Micropiles: A Numerical Study

Unstable sandy soil poses significant challenges for buried pipelines, particularly due to the increased risk of displacement and stress-induced fractures resulting from soil settlement and earthquake-induced ground deformation. These concerns are especially critical in seismically active regions wh...

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Hlavní autoři:	Duaa Al-Jeznawi, Musab Aied Qissab Al-Janabi, Qassun S. Mohammed Shafiqu, Tiba N. Jasim, Erol Güler, Luís Filipe Almeida Bernardo, Jorge Miguel de Almeida Andrade
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	MDPI AG 2024-09-01
Edice:	Buildings
Témata:	fiber-reinforced polymer (FRP) FRP micropiles sustainable soil reinforcement numerical model seismic response pipeline settlement
On-line přístup:	https://www.mdpi.com/2075-5309/14/10/3044
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