Numerical Study of the Influence of the Interaction Distance, the Polymeric Strips Pre-Tensioning, and the Soil–Polymeric Interaction on the Performance of Back-to-Back Reinforced Soil Walls

This study describes the results of a series of 2D finite element method (FEM) numerical models of 6 m high back-to-back reinforced soil walls using the geotechnical software PLAXIS. These structures are used to support embankments, especially for bridge abutment approaches. The quantitative influen...

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Detaylı Bibliyografya

Asıl Yazarlar:	Abdelaziz Brouthen, Mohamed Nabil Houhou, Ivan Puig Damians
Materyal Türü:	Artigo
Dil:	Inglês
Baskı/Yayın Bilgisi:	MDPI AG 2022-02-01
Seri Bilgileri:	Infrastructures
Konular:	back-to-back walls reinforced soil walls soil–polymeric interaction polymeric strip numerical modeling
Online Erişim:	https://www.mdpi.com/2412-3811/7/2/22
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