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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...
| Autores principales: | , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
MDPI
2019
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| Materias: | |
| 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 |