Monitoring a 28.5 m High Anchored Pile Wall in Gravel Using Various Methods

Horizontal displacements of a multiple-anchor pile wall in a 28.5 m deep excavation using the top–down construction method have been monitored using optical fiber (Brillouin optical time-domain reflectometry (BOTDR)), strain gauges, inclinometers, and a topographic survey. This work presents a compa...

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Detalles Bibliográficos
Autores principales: Moffat, Ricardo, Parra, Pablo, Carrasco, Miguel
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2019
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6982837/
https://www.ncbi.nlm.nih.gov/pubmed/31877787
http://dx.doi.org/10.3390/s20010080

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6982837/
https://www.ncbi.nlm.nih.gov/pubmed/31877787
http://dx.doi.org/10.3390/s20010080

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